Ready Mixed Concrete Emission Factors Final Report PM 2.5 PM 10, 2.5 PM10 and Total Particulate Matter Emissions from Truck Loading and Central Mix Operations


READY MIXED CONCRETE EMISSION FACTORS
FINAL REPORT
.5, PM10-2.5, PM10, and Total Particulate Matter Emissions
From Truck Loading and Central Mix Operations
Ready Mixed Concrete Research Foundation
Prepared for:
Ready Mixed Concrete Research Foundation
900 Spring Street
Silver Spring, Maryland 20910
Prepared by:
John Richards, Ph.D., P.E. and Todd Brozell, P.E.
Air Control Techniques, P.C.
301 E Durham Road
Cary, North Carolina 27513
(919)460-7811
Initial Report, August 2004
Revised Report Based on U.S. EPA Comments: November 2005

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Ready Mixed Concrete Research Foundation
Emission Factor Testing Program
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TABLE OF CONTENTS
Page Number
1.0 SUMMARY	1
1.1	Purpose and Scope	1
1.2	Particulate Matter Emission Factors	2
1.3	Study Procedures	12
2.0 TEST PROGRAM OBJECTIONS, LOCATIONS, & PROCEDURES	13
2.1	Emission Factors Test Program Objectives	13
2.2	Test Locations	13
2.3	Test Procedures	13
2.3.1	Total, PMio, PM10-2.5, and PM25 Particulate Concentration Measurements 13
2.3.2	Flue Gas Velocity and Volumetric Flow Rate - EPA Method 2	17
2.3.3	Flue Gas Composition and Molecular Weight - EPA Method 3	17
2.3.4	Flue Gas Moisture Content - EPA Method 4	18
2.3.5	Hood Capture Efficiency and Fabric Filter Outlet Concentration -
Ambient PM10 Compendium Method IO-1.3	18
2.4	Process Description and Operation	20
2.4.1	Ready Mixed Concrete Company, Truck Mix Wake Forest, NC	20
2.4.2	Ready Mixed Concrete Company, Central Mix, Wake Forest, NC	24
2.4.3	S.T. Wooten Corporation, Central Mix, Raleigh, NC	27
2.4.4	Chandler Concrete Plant, Truck Mix, Troutville, VA	29
2.4.5	Concrete Supply Plant, Truck Mix, Rock Hill, SC	30
2.4.6	RMC Carolina Materials Plant, Central Mix, Raleigh, NC	33
2.5	Monitoring of Process Conditions	36
3.0 TEST RESULTS	37
3.1	Process Operating Conditions	37
3.1.1	Production Rates and Mix Characteristics	37
3.1.2	Raw Material Size Distributions, Moisture Levels, and Silt Content	40
3.2	Wind Speed and Direction	41
3.3	PM2 5, PM10-2 5, PMio, and Total Particulate Matter Emission Factors	43
4.	QUALITY ASSURANCE AND QUALITY CONTROL ACTIVITIES	50
4.1	QA/QC Procedures for Sample Treatment and Analysis	50
4.1.1	Leak Checks	50
4.1.2	S-Type Pitot Tube Calibration	50
4.1.3	Sample Nozzle Calibration	50
4.1.4	Temperature Monitor Calibration	5 0
4.1.5	Dry Gas Meter Calibration	50
4.1.6	Moisture Scale Calibration	5 0
4.1.7	Particulate Sampling Using Conditional Test Method 040	50
4.2	QA/QC Checks for Data Reduction, Validation and Reporting	51
4.2.1	Sample Recovery and Custody	51
4.2.2	Sample Identification	52
4.2.3	Quality Assurance Results	52
4.3	TEOM Monitor Calibration	53
4.4	Particulate Matter Distribution at Fabric Filter Outlet Duct	54
5.	TEST PARTICIPANTS AND OBSERVERS	55
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TABLES
Page Number
Table 1-1. Truck Mix Emission Factor Results	3
Table 1-2 Central Mix Emission Factor Results	3
Table 1-3 Truck Mix Uncontrolled Emission Factor Results	5
Table 1-4 Central Mix Uncontrolled Emission Factor Results	5
Table 1-5 Emission Factor Predictive Equation Parameters	9
Table 1-6 Example Emission Factor Changes Due to Control Measures	11
Table 3-1 Wake Forest RMCC Truck Mix Production Data 37
Table 3-2 Wake Forest RMCC Central Mix Production Data	38
Table 3-3 S.T. Wooten Concrete Central Mix Production Data	38
Table 3-4 Chandler Concrete Truck Mix Production Data	39
Table 3-5 Concrete Supply Truck Mix Production Data	39
Table 3-6 RMC Carolina Materials Central Mix Production Data	40
Table 3-7 Raw Material Particle Size Distribution, Moisture Levels,
and Silt Content	41
Table 3-8 Wind Speed Averages	42
Table 3-9 Wake Forest RMCC Truck Mix Emissions Data	43
Table 3-10 Wake Forest RMCC Central Mix Emissions Data	44
Table 3-11 S.T. Wooten Central Mix Emissions Data	45
Table 3-12 Chandler Concrete, Troutville Truck Mix Emissions Data	46
Table 3-13 Concrete Supply, Rock Hill Truck Mix Emissions Data	47
Table 3-14 RMC Carolina Materials Central Mix Emissions Data	48
Table 4-1 Sample Identification	52
Table 4-2 Quality Assurance Results	53
Table 4-3 Nephelometer Quality Assurance Test, RMC Carolina Materials,
Fabric Filter Outlet Test #3, May 20, 2004	54
FIGURES
Figure 1-1 Comparison of AP42 and RMC Research Foundation Controlled
Emission Factors	2
Figure 1-2 Truck Mix Emission Factor Data, AP42 Section 11.12,
References 9 and 10	7
Figure 1-3 Central Mix Emission Factor Data, AP42 Section 11.12,
References 9 and 10	7
Figure 1-4 PMi0 Emission Rates as a Function of the Production Rate
in Tons per Hour of Cement and Flyash (Truck Mix)	8
Figure 1-5 PMi0 Emission Rates as a Function of the Production Rate
in Tons per Hour of Cement and Flyash (Central Mix)	8
Figure 1-6 Truck Mix PMi0 Emission Factors Based on Equation 1-2	10
Figure 1-7 Central Mix PMi0 Emission Factors Based on Equation 1-2	10
Figure 2-1 EPA CTM 040 Sampling Head 15
Figure 2-2 Sampling Rate Requirements of Conditional Test Method 040	15
Figure 2-3 Sampling Train Components	16
PHOTOGRAPHS
Photograph 1 RMCC Truck Hood System and the Sampling Arrays	21
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Photograph 2 RMCC Truck Hood System and the Sampling Arrays	21
Photograph 3 RMCC TEOM Fan System and Sampling Duct	22
Photograph 4 RMCC TEOM and Sampling Duct	22
Photograph 5 RMCC Fabric Filter Inlet and Outlet Ducts, Truck Mix Tests	23
Photograph 6 RMCC Temporary Outlet Duct Connection to
Fabric Filter Outlet Duct	23
Photograph 7 RMCC Central Mix Transfer Area Sampling Array	24
Photograph 8 RMCC Central Mix Transfer to Truck Sampling Array	25
Photograph 9 RMCC Fabric Filter Inlet Test Location, Central Mix Test	25
Photograph 10 RMCC Fabric Filter Inlet Ducts, Prior to Testing 26
Photograph 11 S.T. Wooten Central Mix Operation Inlet Sampling Array	27
Photograph 12 S.T. Wooten Truck Inlet Sampling Array	28
Photograph 13 S.T. Wooten Fabric Filter Inlet Duct Test Location	28
Photograph 14 S.T. Wooten Fabric Tilter Outlet Duct Test Location
and TEOM Inlet	29
Photograph 15 Chandler Concrete Truck Loading Enclosures	30
Photograph 16 Concrete Supply Truck Mix Sampling Array	31
Photograph 17 Concrete Supply Truck Mix Inlet Operation Sampling Array	31
Photograph 18 Concrete Supply Array Duct Test Location and TEOM Inlet	32
Photograph 19 Concrete Supply Fabric Filter Outlet Duct Test Location and
TEOM Inlet	32
Photograph 20 Concrete Supply fabric Filter Inlet Duct Test Location	33
Photograph 21 RMC Carolina Materials Central Mix Operation Inlet
Sampling Array	34
Photograph 22 RMC Carolina Materials Truck Inlet Sampling Array	35
Photograph 23 RMC Carolina Materials Fabric Filter Inlet Duct Test
Locations	35
Photograph 24 RMC Carolina Materials Fabric Filter Outlet Duct Test
Location	36
APPENDICES
Appendix A PMio TEOM Data	1
Appendix B Field Data Sheets	153
Appendix C Plant Production Data	282
Appendix D Wind Speed and Direction Data	390
Appendix E Equipment Calibration Data	458
Appendix F Element One, Inc. Particulate Matter Test Reports	508
Appendix G Research Triangle Institute, Baghouse Outlet Test Report	665
Appendix H Sample Emission Factor Calculations	670
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1. SUMMARY
1.1 PURPOSE AND SCOPE
The Ready Mixed Concrete Research Foundation (RMC Research Foundation) has sponsored
this emission factor test program at ready mixed concrete facilities located in North Carolina,
Virginia, and South Carolina. The purpose of this project is to prepare an updated and
expanded set of AP42, Chapter 11.12 emission factors for total particulate matter, PMio,
PMio-2.5, and PM2.5 from truck mix and central mix process operations at ready mixed
concrete plants.
The 1995 edition of AP42 Section 11.121 has total particulate and PMio emission factors
based on only one central mix plant and two truck mix plants. These EPA emission factors
were based, in part, on subjective visible emission observations, and the measured data had
considerable scatter. EPA rated the factors as D for truck mix operations and E for central
mix operations.
The 1995 edition of AP42 Section 11.12 does not have any emission factor data applicable to
PMio-2.5 and PM2.5 Information concerning these two forms of particulate matter is needed by
the Ready Mixed Concrete Industry and regulatory agencies due to the anticipated
promulgation of new nationwide ambient air quality standards applicable to these two forms
of particulate matter.
Three truck mix operations and three central mix operations are included in the scope of this
test program. This test report presents the results of December 2003, February 2004, and May
2004 emission factor testing at the (1) Ready Mixed Concrete Company, Inc. (RMCC) truck
mix and central mix operations at the Wake Forest, North Carolina plant, (2) the S.T. Wooten
central mix plant in Raleigh, North Carolina, (3) the Chandler Concrete truck mix plant in
Troutville, Virginia, (4) the Concrete Supply truck mix plant in Rock Hill, South Carolina,
and (5) the RMC Carolina Materials central mix plant in Raleigh, North Carolina.
The criteria used by the RMC Research Foundation in choosing the plants to be tested
included (1) the availability of process equipment representative of the U.S. Ready Mixed
Concrete Industry, (2) facility locations within 200 miles of Raleigh, North Carolina to
minimize travel related costs, and (3) sufficient anticipated plant throughput at the time of the
test program. All of these plants have fugitive dust capture systems and fabric filters. The
RMC Research Foundation and Air Control Techniques, P.C. believe that these plant sites are
representative of most plants in the U.S. based on the following facts: (1) ready mixed
processes are highly uniform from region-to-region in the U.S. due to state DOT and other
customer product specifications, (2) processing equipment manufactured for ready mixed
plants is highly consistent throughout the U.S., and (3) the types of control systems are very
similar throughout the U.S.
1 The January 1995 edition of AP42, Section 11.12 contains the presently applicable emission factors for Ready

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1.2 Emission Factor Test Results
The results of the RMC Research Foundation emission factor test program indicate that the
hood capture efficiencies at Ready Mixed Concrete plants are substantially higher than those
specified in the 1995 edition of AP42 Section 11.12. Truck mix operations demonstrated
hood capture efficiencies ranging from 93% to 99.5%, well above the 71% average values
(range of 58% to 85%) published in AP42. Central mix operations demonstrated hood capture
efficiencies ranging from 97.2% to 99.3%, well above the 94% average value (range of 84%
to 99%) published in AP42.
The total particulate matter and PMio particulate matter emissions measured in this RMC
Research Foundation study are substantially below the emissions reported in the 1995 edition
of AP42 Section 11.12. The RMC Research Foundation study emissions for central mix
operations are below those of truck mix operations; however, the differences are considerably
smaller than suggested by the 1995 AP42 emission factors. The RMC Research Foundation
and 1995 EPA emission factors are summarized in Figure 1-1.
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with previously published AP42 emission factors (controlled conditions). No emission factors
were previously available for PM10-2.5 (termed "coarse particulate matter") and PM2.5 (termed
"fine particulate matter").
Table 1-1. Truck Mix Controlled Emission Factor Results1
Emission Factors
RMCC
Raleigh
Truck Mix
(Controlled)
Chandler
Concrete
Truck Mix
(Controlled)
Concrete
Supply
Truck Mix
(Controlled)
RMC
Research
Foundation
Truck Mix
Average
AP42 Fifth
Edition
Truck Mix
(Controlled)
Ratio, RMC
Research
Foundation
compared to
EPA
Emission
Factors
Lbs./ton
Lbs./ton
Lbs./ton
Lbs./ton
Lbs./ton
Ratio
Total Particulate
Matter
0.0094
0.0512
0.0197
0.0268
0.2100
0.13
PM10
0.0039
0.0225
0.0035
0.0100
0.0510
0.20
PMio-2.5
0.0033
0.0195
0.0032
0.0086
No Data
No Data
PM25
0.0007
0.0031
0.0003
0.0013
No Data
No Data
Collection Efficiency
Truck Hood, %
99.5
93.1
99.3 | 97.3 | 71 || 0.0932
1.	All emission factors expressed as pounds of mass per ton of cement and cement supplement
processed
2.	Ratio calculated based on penetration; 100% - 97.3% for RMC Research Foundation tests, 100% -
71% for previous tests	
Table 1-2. Central Mix Controlled Emission Factor Results1
Emission
Factors
RMCC
Raleigh
Central Mix
(Controlled)
S.T. Wooten
Raleigh
Central Mix
(Controlled)
RMC
Carolina
Materials
Raleigh
Central Mix
(Controlled)
RMC
Research
Foundation
Central
Mix
Average
AP42 Fifth
Edition
Central Mix
(Controlled)
Ratio, RMC
Research
Foundation
compared to
EPA
Emission
Factors
Lbs./ton
Lbs./ton
Lbs./ton
Lbs./ton
Lbs./ton
Ratio
Total Particulate
Matter
0.0042
0.0402
0.0191
0.0212
0.0110
1.93
PM10
0.0028
0.0095
0.0049
0.0057
0.0038
1.50
PMio-2.5
0.0014
0.0087
0.0043
0.0048
No Data
No Data
pm2,
0.0014
0.0007
0.0006
0.0009
No Data
No Data
Collection Efficiency
Central Mix
Hood, %
99.3
97.5
97.2
98.0
94.0
0.33
1.	All emission factors expressed as pounds of mass per ton of cement and cement supplement
processed
2.	Ratio calculated based on penetration; 100% - 98% for RMC Research Foundation tests, 100% -
94% for previous tests
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The controlled particulate matter emission factors measured during the RMC Research
Foundation tests are substantially lower than those presently in AP42, Section 11.12. The
differences in the emission factors, especially for truck mix operations, are greater than
anticipated at the start of the study. To clarify the reasons for the differences, Air Control
Techniques, P.C. has evaluated the EPA emission factors and the test programs used to
develop these EPA factors. The EPA test programs were conducted in ready mixed concrete
plants in Maryland and Virginia during the fall of 19933.
The previous emission factors for controlled conditions were based on qualitative and
subjective visible emission observations of hood capture efficiencies at two truck mix
operations and one central mix operation. Visible emission observers assigned a capture
efficiency value to each truck and central mix loading operation. These collection efficiencies
were used along with the inlet particulate matter loadings to the fabric filter control system to
estimate the particulate matter emissions not captured by the hood over the mixing and
loading operation.
Due to the development of new particulate matter monitoring instruments, the qualitative
procedure used by EPA observers at the plants tested by EPA is no longer needed. The
differences in the controlled emission factors measured in the RMC Research Foundation
study and in the earlier EPA studies are primarily due to the following factors.
•	Improved hood designs for capture of particulate matter emissions
•	Improved truck designs to minimize fugitive dust emissions and material spillage
•	Possible underestimation of hood capture efficiencies by EPA using subjective
visible emission observation techniques
Air Control Techniques, P.C. believes that the previously reported EPA hood capture
efficiencies are not representative of present practices in the Ready Mixed Concrete Industry
and of the five plants tested in this project. Data provided in Table 15.1 of the AP42 Section
11.12 Support Document indicates that the silt loadings on the paved roads of the two plants
tested EPA ranged from 7 to 67 grams per square meter. These values suggest that these two
plants were experiencing hood capture problems.
High fugitive dust plume opacities and heavy silt loadings were not observed by Air Control
Techniques, P.C. personnel at any of the plant operations tested in this program. Accordingly,
the controlled condition emission factors reported by EPA in the 2001 edition of AP42
Section 11.12 do not appear to be representative of operations similar to the six plants tested
and of the modern Ready Mixed Concrete Industry.
The uncontrolled emission factors were determined by summing the particulate matter
emissions to the inlet of the fabric filter plus the fugitive emissions escaping capture. The
uncontrolled emissions are summarized in Table 1-3 for truck mix operations and Table 1-4
for central mix operations.
Table 1-3. Truck Mix Uncontrolled Emission Factor Results1
3 The test reports concerning loading operations are references 9 and 10 of AP42 Section 11.12.
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Emission Factors
RMCC
Raleigh
Truck Mix
(Controlled)
Chandler
Concrete
Truck Mix
(Controlled)
Concrete
Supply
Truck Mix
(Controlled)
RMC
Research
Foundation
Truck Mix
Average
AP42 Fifth
Edition
Truck Mix
(Controlled)
Ratio, RMC
Research
Foundation
compared to
EPA
Emission
Factors
Lbs./ton
Lbs./ton
Lbs./ton
Lbs./ton
Lbs./ton
Ratio
Total Particulate
Matter
2.112
0.559
1.716
1.462
0.61
2.4
PMio
0.721
0.239
0.294
0.418
0.21
1.99
PMio-2.5
0.62
0.205
0.269
0.365
No Data
No Data
PM2.5
0.101
0.034
0.025
0.053
No Data
No Data
Collection Efficiency
Truck Hood, %
99.5
93.1
99.3 | 97.3 | 71 || 0.0932
1.	All emission factors expressed as pounds of mass per ton of cement and cement supplement
processed
2.	Ratio calculated based on penetration; 100% - 97.3% for RMC Research Foundation tests, 100% -
71% for previous tests
Table 1-4. Central Mix Uncontrolled Emission Factor Results1
Emission Factors
RMCC
Raleigh
Central Mix
(Controlled)
S.T. Wooten
Raleigh
Central Mix
(Controlled)
RMC
Carolina
Materials
Raleigh
Central Mix
(Controlled)
RMC
Research
Foundation
Central
Mix
Average
AP42 Fifth
Edition
Central Mix
(Controlled)
Ratio, RMC
Research
Foundation
compared to
EPA
Emission Factors
Lbs./ton
Lbs./ton
Lbs./ton
Lbs./ton
Lbs./ton
Ratio
Total Particulate
Matter
0.147
1.254
0.654
0.685
0.22
3.11
PMio
0.053
0.331
0.16
0.181
0.078
2.32
PMio-2.5
0.044
0.306
0.140
0.164
No Data
No Data
pm25
0.009
0.025
0.020
0.018
No Data
No Data
Collection Efficiency
Central Mix
Hood, %
99.3
97.5
97.2
98.0
94.0
0.332
. All emission factors expressed as pounds of mass per ton of cement and cement supplement processed
2. Ratio calculated based on penetration; 100% - 98% for RMC Research Foundation tests, 100% - 94% for
previous tests
All of the RMC Research Foundation and EPA emission factor data summarized in Tables 1-1
through 1-4 are expressed in a format of pounds of emission per unit of cement (including
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cement supplement if present).4 There are two major problems associated with this emission
factor format.
(1)	Plant operators can minimize emissions only by limiting cement and cement
supplement loading rates.
(2)	There are no means available to tailor the emission factors to site-specific
conditions that affect particulate matter emissions.
To determine if this emission factor format is appropriate, Air Control Techniques, P.C. has
reviewed the variability of both emission factors data sets: (1) the data from this study and (2)
the previously available EPA data. As summarized below, the use of emission factors
expressed solely on production rate is not sufficient.
The EPA measured emission factors for truck mix and central mix operations as a function of
the tons of cement and supplement loaded are shown in Figures 1-2 and 1-3. These figures
demonstrate that EPA experienced a very high level of data variability in the 1993 tests used
to develop the 1995 AP42 emission factors in Section 11.12. If the cement and cement
supplement loading rates were a logical basis for the emission factor calculation, the data
shown in Figures 1-2 and 1-3 would ramp upward as the production rate increased. No such
trend is apparent. The extent of the data variability and the lack of an increase in measured
emissions with increased cement and cement supplement loading rate suggest that there are
parameters in addition to the loading rates of cement and cement supplements that affect
emissions.
Analyses of the data developed in this RMC Research Foundation sponsored project also did
not show any strong relationship between the measured emissions and the tons per hour of
cement and supplement. For example, Figure 1-4 illustrates that there is no clear relationship
between the tons of cement and supplement loaded and the PMio emissions per hour from
truck loading operations expressed in pounds per hour. The RMC Research Foundation data
for central mix operations summarized in Figure 1-5 indicate that there is some relationship
between emissions and cement and cement supplement loading rate; however, substantial
variability continues to exist, especially at high loading rates.
The variability of the emission rate versus production rate data in the RMC Research
Foundation studies and the older EPA studies indicates that parameters other than cement and
cement supplement loading rates affect particulate matter emissions.
A review of the RMC Research Foundation data and the previously available EPA data
indicates that the variables useful in explaining most of the emission factor data are (1) the
moisture content of the cement and cement supplement and (2) the wind speed in the area
immediately adjacent to the loading operations. The moisture and wind data compiled during
the RMC Research Foundation test programs were analyzed with the measured emission
factor data to determine if an alternative form of the particulate matter emission factors could
be developed. These two parameters were chosen because both are commonly associated with
fugitive dust emissions from a variety of mineral process industry sources. Other factors that
conceivably influence emission factors include (1) truck positioning, (2) wind direction
4 Cement supplement includes flyash and other supplements such as "Newcem" discussed in EPA reference 9.
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relative to the loading "alley," (3) and hood characteristics. However, all three of these
conditions are difficult to quantify in a manner consistent with the use of emission factors.
4.5
4.0
AP42 Emission
Factor Line
±J 2.5
0.5
0.0
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
Tons per Hour of Cement and Cement Supplement
Figure 1-2. Truck Mix Emission Factor Data, EPA AP42 Section 11.12 References 9 and 10
(Note: Data should be on a line with a slope of 0.051 lbs PMi0/ton of cement.)
0.35
2 0.25
B 0.15
0.00
0.0
5.0	10.0	15.0	20.0
Tons per Hour of Cement and Cement Supplement
AP42 Emission
Factor Line
25.0
Figure 1-3.
Central Mix Emission Factor Data, EPA AP42 Section 11.12 Reference 9
(Note: Data should be a line with a slope of 0.0038 lbs PMi0/ton of cement.)
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0.16
0.14
0.12
o 0.10
Q.
 0.08
-Q
_l
0
1	0.06
0.04
0.02
0.00
0.0
~ ~
5.0	10.0	15.0
Tons per Hour of Cement and Supplement
20.0
25.0
Figure 1-4. PMio Emission Rate as a Function of the Production Rate in Tons per Hour of
Cement and Flyash (RMC Foundation Data for Truck Mix Operations)
y = 0.0125x - 0.0662
0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 16.00 18.
Tons per Hour of Cement and Supplement
00
Figure 1-5. PMi0 Emission Rate as a Function of the Production Rate in Tons per Hour of
Cement and Flyash (RMC Foundation Data for Central Mix Operations)
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Air Control Techniques, P.C. used the EPA equation presented in AP42 Section 13.2 for
loading mineral material on a storage pile as a basis for these analyses. This has an emission
factor in a format expressed by Equation 1-1. Emission factor prediction equations in this
general format were developed by Air Control Techniques, P.C. to predict the controlled
emissions from the ready mix concrete plants tested as part of the RMC Research Foundation
Study.
E = k(0.0032)
M
[pound (Lb)/ton]
(1-1)
Where:
E
k
U
M
a,b
Emission factor in Lbs./ton of product
Particle size multiplier (dimensionless)
Wind speed, meters per second (m/s) or miles per hour (mph)
Moisture (% by weight)
Exponents
Analyses of the RMC Research Foundation test program data indicate that Equation 1-2
provides a good prediction of the measured emission factor data.
E = k(0.0032)
Ua
Mh
E
k
U
M
a,b
(1-2)
Emission factor in Lbs./ton of cement and cement supplement
Particle size multiplier (dimensionless)
Wind speed, meters per second (m/s) or miles per hour (mph)
Minimum moisture (% by weight) of cement and cement supplement
Exponents
The parameters for Equation 1-2 are summarized in Table 1-5. These parameters provide the
best fit of the measured emission factor data for controlled particulate matter emissions.
Table 1-5. Emission Factor Predictive Equation Parameters
Parameter
Parameter
Truck Mix
Central Mix

Category
Operations
Operations
Particle size
Total PM
1.30
1.30
multiplier (k)
PM10
0.35
0.35

PMio-2.5
0.30
0.30

pm25
0.05
0.05
Exponents (a,b)
a
2
0.3

b
0.2
0.8
Figures 1-6 and 1-7 compare the measured PMio emission factors and the emission factors
predicted by Equation 1-2 for truck mix and central mix operations.
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0.040
S 0.035
CL
CL
0.030
y= 1.7237X
R2 = 0.7274
"O
0.025
0.020
0.015
0.010
o
0.005
0.000
0.000
0.005
0.010
0.015
0.020
0.025
0.030
0.035
Equation 1-2 Value
Figure 1-6. Truck Mix PMi0 Emission Factors Based on Equation 1-2
0
E
J5
CL
CL
3
w
-t—'
c
0
E
0
o
0
E
0
o
o
t
CO
-Q
0.014
0.012
0.010
0.008
0.006
0.004
0.002
0.000
y = 0.3198x
R = 0.629
0.000 0.002 0.004 0.006 0.008 0.010 0.012 0.014 0.016
Equation 1-3 Value
Figure 1-7. Central Mix PMio Emission Factors Based on Equation 1-2
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Emission factors for truck mix and central mix operations based on Equation 1-2 minimize the
variability associated with emission factors based solely on production rate. The inclusion of
wind speed and moisture content parameters provides a means for ready mixed plants to tailor
the emission factors to their site-specific conditions.
Ready mixed plant operators can minimize emissions to satisfy regulatory demands without
necessarily restricting the production rate. The examples provided in Table 1-6 illustrate the
impact on emission factors relating to relatively small changes in the moisture content and
local wind speeds.
Table 1-6. Example Emission Factor Changes Due to Control Measures
Parameter
Operating
Condition
Truck Mix
Central Mix
Value
Equation
1-2
Emission
Factor
Percent
Reduction
in Emission
Factor
Value
Equation
1-2
Emission
Factor
Percent
Reduction
in Emission
Factor
Wind
Speed
Baseline
Condition
1.5 mph
0.0074
56.8%
2.7 mph
0.00331
26.0%
Revised
Condition
1.0 mph
0.0032
1 mph
0.00245
Moisture
Baseline
Condition
0.07%
0.0074
25.7%
0.09%
0.003312
47.2%
Revised
Condition
0.20%
0.0055
0.2%
0.001749
To achieve the reduced emission factors illustrated in Table 1-6, ready mixed concrete plant
operators could shield the loading areas to reduce the local wind velocities at the point of
material transfer and/or slightly increase the moisture content of the cement or cement
supplement immediately prior to the material transfer operation.
The examples shown in Table 1-6 illustrate that the truck mix operations appear to be
especially sensitive to the wind speed in the immediate vicinity of the material transfer
operation. The central mix operations appear to be especially sensitive to the moisture content
of the cement and/or cement supplement. These observations are consistent with the results of
the RMC Research Foundation test program results. These observations are also generally
consistent with the previously compiled EPA data cited in the 1995 edition of AP42 Section
11.12.
Based on these analyses of the emission factor data, Air Control Techniques, P.C.
recommends that the AP42 emission factors for truck mix and central mix operations be
modified to be based on Equation 1-2. This equation substantially increases the flexibility for
ready mixed plant operators to minimize emissions without the need to restrict production
rates.
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1.3 Study Procedures
All of the RMC Research Foundation data summarized in this report were obtained using a
test protocol provided by the RMC Research Foundation to the U.S. Environmental Protection
Agency and State agencies more than thirty days prior to the start of the test program. Quality
assurance and quality control data compiled during the study validate the test results.
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2.0	TEST PROGRAM OBJECTIVES, LOCATIONS & PROCEDURES
2.1	Emission Factors Test Program Objectives
This emission factor-testing program is concerned with particulate matter emissions from
truck mix operations and central mix operations. The presently applicable emission factors
for total particulate matter and PMio particulate matter for these two sources are listed in
Tables 1-1 and 1-2. No emission factors for PM2.5 and PM10-2.5 are presently published in
EPA's AP42 emission factor database. The objectives of this emission factor test program are
to accurately measure the emission factors for total particulate matter5, PMi06, PM10-2.5
(termed "coarse particulate matter"), and PM2.5 (termed "fine particulate matter") from truck
mix and central mix process operations at ready mixed concrete plants.
2.2	Test Locations
The test program was designed to provide emission factor data at the following locations at
ready mixed concrete plants.
•	Outlet of the fabric filter collector serving the mixing operation
•	Inlet to the fabric filter collector serving the mixing operation
•	Fugitive emissions from the mixing operations and trucks
The inlets to the fabric filters were tested using EPA reference methods in conventional ducts.
During the tests at RMCC Wake Forest, EPA reference method tests were also conducted in
the fabric filter outlet ducts. During the subsequent tests at S.T. Wooten Raleigh, Chandler
Concrete Troutville, Concrete Supply Rock Hill, and RMC Carolina Materials Raleigh, the
fabric filter outlet PM10 emissions were measured using a continuous particulate matter
monitor that was sensitive to the low mass loadings present in the effluent gas streams from
the fabric filters.
Fugitive emissions from the mixing operations were measured simultaneously with the tests at
the inlet and outlet to the fabric filter. The fugitive emissions were captured in a set of
sampling arrays that were located immediately adjacent to the fugitive emission points.
2.3	Test Procedures
2.3.1 Total, PM10, PM10-2.5, and PM2.5 Particulate Concentration Measurements
U.S. EPA Conditional Test Method 040 was conducted at the inlets of the mixing operation
fabric filter particulate matter control devices to simultaneously measure the concentrations of
(1) total particulate matter, (2) PM10 particulate matter, (3) PM10-2.5 particulate matter, and (4)
PM2.5 particulate matter. The PM10, PM10-2.5, and PM2.5 emission concentrations were
measured directly in this sampling train by partitioning the captured particulate matter into
several size ranges. PMi0 was measured as the sum of the PM10-2.5 and PM2.5 particulate
5	Total particulate matter is the sum of PMi0 particulate matter and super coarse (greater than 10 micrometer)
particulate matter.
6	PM10 is the sum of coarse (PM10.2 5) and fine (PM2 5) particulate matter.
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matter. Total particulate matter was measured as the sum of PMio particulate matter and all of
the solids having a size greater than 10 micrometers that were captured in the cyclone and
sampling train. There is a possible bias to higher-than-true total particulate matter
concentration results due to the geometry of the PMio cyclone, the short length of the
sampling nozzle, and the inertia of particles larger than 10 micrometers in the sampled gas
stream. Despite this possible bias, it was decided to measure the total particulate matter using
the CTM 040 sampling train due to the ability to collect data in all size ranges simultaneously.
During the tests at RMCC Wake Forest, EPA CTM 040 was also used at the fabric filter
outlet; however, the total particulate matter catch weights in the sampling trains ranged from
only 1.0 to 2.3 milligrams. These small catch weights were distributed in several different
particle size fractions. Air Control Techniques, P.C. determined that tests sponsored by EPA7
in 1993 also experienced low catch weights. To minimize data precision problems at these
low catch weights, Air Control Techniques, P.C. proposed to the RMC Research Foundation
to modify the fabric filter outlet tests procedures to use a tapered element oscillating
microbalance (TEOM) continuous particulate matter monitor. This instrument is sensitive
down to particulate matter concentrations of less than 10 micrograms per cubic meter and is,
therefore, very appropriate for testing low concentration particulate matter gas streams.
During the tests at S.T. Wooten (central mix), Chandler Concrete (truck mix), Concrete
Supply (truck mix) and RMC Carolina Materials (central mix), a PMio TEOM was used at the
fabric filter outlet, and EPA CTM 040 was used only at the fabric filter inlet.
CTM 040 was originally developed by Air Control Techniques, P.C. in 1996 based on EPA
research conducted in the mid-1980s. EPA previously reviewed the method, assigned the
number "CTM 040," and made it available through its website since 1999. The method has
been used extensively for the simultaneous measurement of PMi0,PMi0-2.5, and PM25. A
complete summary of the method is available in the Conditional Test Methods section of
EPA's website. EPA's promulgation of the method is in-progress.
The CTM 040 sampling train consisted of a PMio cyclone followed by a PM2.5 cyclone. A 47
mm filter was mounted after the PM2.5 cyclone. This sampling train was identical to the EPA
Method 201A (40 CFR Part 60, Appendix A, Method 201 A) sampling train except that a
PM2.5 cyclone was inserted between the PMio cyclone and the filter. Both cyclones and the
filter were coupled closely together so that the entire sampling head shown in Figure 2-1
could be positioned entirely in the gas stream in large ducts. Due to the small size of the
fabric filter inlet ducts at all of the plants tested8, only a portion of the sampling head was
inside the duct at some of the traverse points.
7	EPA References 9 and 10 in AP42 Section 11.12.
8	The large majority of the fabric filter inlet and outlet ducts used at Ready Mixed Concrete plants in the U.S. are
less than 24 inches, and most are less than 18 inches. The sampling conditions at the RMCC plant are typical
of plants throughout the U.S.
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Figure 2-1. EPA Conditional Test Method 040 Sampling Head
As with Method 201 A, the CTM 040 sampling system is a constant sampling rate technique.
It is important to maintain the actual sample gas flow rate in each of the cyclones at a rate that
provides the desirable particle collection efficiencies. The PMio cyclone must collect
particles that have a D50 (particle size collected with 50% efficiency) between 9.0 and 11.0
micrometers in order to be consistent with Method 201 A. The PM2.5 cyclone (the cyclone on
the right side in Figure 2-1) should optimally have a cut diameter between 2.25 and 2.75
micrometers. Using the cyclone performance curves, Air Control Techniques, P.C. calculated
the sampling rates necessary to simultaneously satisfy the required PM10 cyclone and cyclone
PM2.5 D50 ranges. The area between the two solid lines in Figure 2-2 demonstrates that this
range is very small for ready mixed concrete plants and other sources operating at ambient gas
temperatures.
A sampling time of two hours was used at the outlet of the RMCC fabric filter to ensure that
catch weights of both the PMi0 and PM2.5 cyclones could be analyzed gravimetrically.
1.3
1.2
1.1
£ 1
O 0.9
^0.8
(D
co 0.7
™Q6
o
£ 0.5
Q.
E
CO
if)
0.4
0.3
0.2
0.1
0
50 100 160 200 280 360 440 500 600 700
Gas Temperature, F
Figure 2-2. Sampling Rate Requirements of CTM 040
Cydone= 2.25
PM1 OCydone = 11
PM2.5
Sampling rate must be between ;	^ '
indicated linesto maintain proper cut sizes *
I	I	I	I	I	i	w
i	i	i	i	i	i ^
PM10 Cydone
PM2.5
i	i
	;	+
+ + *	PM10 Cydbne = 11.0-1
1 1 1 1
	[	j	1	.1	
j Based on £0.9°/^Q2,
PM10 Cydone =1 tO \ 0% CQ2, and 2% H20
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CTM 040 was conducted at the RMCC fabric filter inlet and outlet sampling locations and at
the inlets of the S.T. Wooten, Chandler Concrete, Concrete Supply, and RMC Carolina
Materials plants in accordance with all applicable EPA sampling and quality assurance
requirements. Each test consisted of a set of three 1-hour test runs per test location.
Particulate matter samples were withdrawn isokinetically (100% ± 20%) from the test
locations.
Following the CTM 040 sampling head shown in Figure 2-1, the sampling train consisted of a
set of impingers, a dry gas meter, control valves, a vacuum pump, and an orifice meter as
shown in Figure 2-3. The impingers were used to measure the sample stream moisture
content in accordance with EPA Method 4 (40 CFR Part 60, Appendix A, Method 4) and to
protect the vacuum pump by condensing and removing water vapor from the sampling gas
stream. The sampling train components shown in Figure 2-3 were used to accurately measure
the sample gas flow rate and sampling nozzle capture velocities.
The CTM 040 sampling train was charged with 100 ml of deionized, distilled (DI) water in
each of the first two impingers. The third impinger was kept empty, and the fourth contained
preweighed silica gel. The set of four impingers was kept in an ice-filled cold box to ensure
high efficiency moisture removal from the sample gas stream.
Temperature
Sensor
Impingers
Filter Holder
Heated Probe
Ice
-— Water
Bath.
PM-2.5 Sizer
Nozzle
Vacuum
Line
Type S PitotTube
Distilled Empty Silica
Water	Gel
Manometer
Water
Vacuum
Gauge
Gas Exit Orifice
Fine
Coarse
Dry
Gas
Meter
Manometer
Figure 2-3. Sampling Train Components
The combined cyclone sampling head was recovered using a nylon brush and ultra-pure
acetone rinse. The particulate matter was divided into four separate sample jars.
Sample Jar #1, Particulate Matter > 10 micrometers
•	Solids and acetone rinse from the PMio cup
•	Acetone rinse of the nozzle
•	Acetone rinse of the PMio cyclone
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Sample Jar #2, Particulate Matter < 10 micrometers and > 2.5 micrometers
•	PMio cyclone turnaround cup (above the inner downcomer line)
•	Brushed and acetone rinsed solids from the downcomer line
•	Solids from the PM2.5 cyclone cup
•	Acetone rinse of the PM2.5 cyclone
Sample Jar #3, Particulate Matter < 2.5 micrometers
•	Brushed and acetone rinsed solids from the downcomer line
•	Acetone rinse from front half of the filter holder
Sample Jar #4, Particulate Matter < 2.5 micrometers
•	Filter
The total particulate matter catch weights were measured as the sum of all the particulate
matter recovered from the combined cyclone sampling assembly (sample jars #1 through #4).
PM10 particulate matter was measured as the quantity of all solids recovered from sample jars
#2, #3, and #4. PM2.5 particulate matter was measured as the quantity of solids recovered
from sample jars #3 and #4. PM10-2.5 was measured as the material recovered in sample jar #2.
An acetone blank was analyzed and subtracted from the particulate catch weights using the
volume of acetone rinse used for each sample jar.
The DI water reagent was returned to the original 1,000 ml glass jar and weighed. The weight
was recorded on the label, and the liquid level was marked. The silica gel was returned to the
original tared container and weighed. The weight was recorded on the label. The volume of
water vapor condensed in the impingers and the volume of water vapor collected in the silica
gel were summed and entered into moisture content calculations.
EPA Method 5 analytical procedures were used to analyze the filter and the three front half
acetone rinses for particulate matter.
2.3.2	Flue Gas Velocity and Volumetric Flow Rate - EPA Method 2
The flue gas velocity and volumetric flow rates during the CTM 040 tests were determined
according to the procedures outlined in U.S. EPA Reference Method 2. Velocity
measurements were made using S-type Pitot tubes conforming to the geometric specifications
outlined in Method 2. Accordingly, each Pitot tube was assigned a coefficient of 0.84.
Velocity pressures were measured with fluid manometers. Effluent gas temperatures were
measured with chromel-alumel thermocouples equipped with hand-held digital readouts. A
cyclonic flow check was performed prior to the CTM 040 tests at each sampling location.
2.3.3	Flue Gas Composition and Molecular Weight - EPA Method 3
Flue gas analyses and calculation of flue gas dry molecular weight were performed in
accordance with EPA Method 3. A gas sample was withdrawn from a stainless steel probe
attached to the CTM 040 sampling head. Moisture was removed from the sample gas by
means of a knockout jar located prior to the aspirator. Oxygen and carbon dioxide were
determined using a Fyrite® apparatus.
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2.3.4	Flue Gas Moisture Content - EPA Method 4
The sample gas stream moisture contents were determined using EPA Method 4. The
impingers were connected in series and were charged with 100 milliliters of deionized,
distilled water in the first two impingers. The impingers were contained in an ice bath to
assure condensation of the flue gas stream moisture. Any moisture that was not condensed in
the impingers was captured in the silica gel in the fourth impinger.
2.3.5	Hood Capture Efficiency and Fabric Filter Outlet Concentrations - Ambient
PM 10 Compendium Method 10-1.3
The presently available hood capture efficiency data were obtained during 1993 tests
sponsored by EPA at two plants: one in Maryland and one in Virginia. In both test programs,
EPA used qualitative visible emission evaluations to estimate capture efficiency. Air Control
Techniques, P.C. has determined that this subjective evaluation technique is no longer
necessary due to the development of new monitoring instruments, such as the R&P TEOM
that has been adopted by EPA as an ambient air reference test method. Based on this
instrument, Air Control Techniques, P.C. designed and used a downwind sampling array to
quantify the capture efficiency of the ready mixed concrete plant hood systems. This
sampling array design was based on the sampling principles adopted by EPA in Method 5D
(40 CFR Part 60, Appendix A, Method 5D) used for sampling open top fabric filter systems.
This sampling array is also similar to the traversing hood system designed and used by Air
Control Techniques, P.C. to measure fugitive particulate matter emissions9 from sloped
vibrating screens at stone crushing plants.
Air Control Techniques, P.C. used a set of downwind sampling arrays mounted vertically on
the side walls of the truck loading area and at the inlet of central mixing operations to measure
the fugitive dust mass flux through a defined 200 square foot area10. Due to space constraints,
the downwind sampling arrays were limited to a 140 square foot area for all of the following
tests at both truck and central mix facilities. The sampling arrays were mounted directly
adjacent to the transfer operations, and portions of the arrays were close to parts of the truck
receiving concrete. There were sixty sampling points in the set of two arrays; this number of
points exceeds the requirements of EPA Method 5D. The area monitored by the sampling
arrays included all of the downwind area subject to dispersion of the fugitive particulate
matter. The gas transport velocities through all sampling tubes and ductwork were maintained
at a minimum of 3,500 feet per minute to prevent settling of dust in the tubes and ductwork.
Method 22 visual observations were conducted during the run. These observations also
provided qualitative supporting information concerning the fugitive particulate matter
concentrations.
Each of the sampling arrays was ducted together to yield a single sample gas stream. This gas
stream was directed past an enlarged duct with the intake for an ambient TEOM monitor
meeting the requirements of Method IO-1.3. The gas flow rate through this enclosure was
maintained at less than 5 mph. The TEOM had a PMio sampling head and operated at a flow
9	The emission factors measured using the screening operation traversing hood system have been published in
AP42 Section 11.19.2 (Fifth Edition, 1995).
10	The array area for the inlet to the central mixer was limited to 140 square feet due to space constraints.
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rate of 16.67 liters per minute. The TEOM was operated in accordance with Method IO-1.3.
The instrument was calibrated in accordance with Section 12.1 of Method 10-1.3.
The TEOM instrument was mounted on a secure base. The instrument was protected from
severe vibration. The TEOM was equilibrated prior to the start of the first test run on each
test day.
The fugitive PMio emissions (PMio escaping the plant hood system) were measured by
multiplying the measured ambient PMio concentration by the ambient air flow rate through
the sampling array. A Davis Instruments, Inc. meteorological monitoring station was located
within 20 feet of the sampling arrays and at the same elevation as the sampling arrays to
measure the wind direction and wind speed through the arrays. During the initial set of tests
at the RMCC Plant in December 2003, Air Control Techniques, P.C. determined that the
meteorological monitoring equipment was subject to swirling and suppressed winds caused by
the deflection of ambient wind by the plant equipment and trucks in the immediate vicinity of
the monitoring equipment. Accordingly, Air Control Techniques, P.C. obtained confirming
wind speed data from a local meteorological monitoring station located within ten miles of the
plant site. During the tests at S.T. Wooten, Chandler Concrete, Concrete Supply, and RMC
Carolina Materials, Air Control Techniques, P.C. used multiple wind speed and direction
monitoring stations on the plant site located in areas immediately adjacent to the sampling
array to provide confirmation data. Wind pennants were also mounted on the arrays to
provide a direct indication of wind direction through the array. The tests at S.T. Wooten,
Chandler Concrete, Concrete Supply, and RMC Carolina Materials were also videotaped to
provide a visual indication of the wind speed and direction during the tests periods.
All of the particulate matter measured by the TEOM during the time that the equipment being
tested was operating was assumed to originate as fugitive emissions from the mixing
operation being tested. This approach introduced a bias to lower-than-true capture efficiency
due to the presence of ambient PMio in the ambient air upwind of the plant and due to other
fugitive PMio sources in the plant area (i.e. roadways and truck exhaust). There were no
practical means to identify and correct for these other sources of PMi0 on a continuous basis.
During the initial set of tests at the RMCC plant sources, Air Control Techniques, P.C.
determined that the particulate matter catch weights were extremely low due to the high
efficiency of the fabric filter. Air Control Techniques, P.C revised the testing procedures
prior to the tests at S.T. Wooten, Chandler Concrete, Concrete Supply, and RMC Carolina
Materials to address this issue. A second TEOM monitor was used to provide a more
sensitive and precise measurement of particulate matter emissions from the fabric filter. The
entire fabric filter outlet gas stream was captured and directed through a duct with a TEOM
monitor installed. The TEOM was used to provide a continuous indication of the PMio
concentration in the fabric filter effluent gas stream. Total particulate matter emissions were
calculated based on (1) the measured PMio emissions from the fabric filter and (2) the total
PM/ PMio ratio at the inlet to the fabric filter. The total PM/ PMi0 ratio was checked based on
scanning electron microscopy sizing of filter samples obtained at the fabric filter outlet.
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2.4 Process Description and Operation
The plants in this emission factor test program produce ready mixed concrete used for
construction. The plants included both central and truck mixing operations.
Stone, sand, cement, and water are combined with various additives depending on the
customer's requirements to produce concrete. These raw materials are conveyed to the
concrete truck mixer (truck mix) or plant concrete mixer (central mix) by conveyor belts and
gravity feed hoppers. In the truck mix process, the raw materials are transferred dry into the
concrete truck mixer and then mixed in route to the customer. In the central mix process, the
raw materials are mixed in the plant central mix before they are transferred wet to the concrete
truck mixer. The plants tested use a hood system for collection of fugitive emissions during
transfer of raw materials (truck mix) and concrete (central mix). The hood system is then
ducted to a fabric filter.
2.4.1 Ready Mixed Concrete Company, Truck Mix, Wake Forest, NC
The truck mix process at the Wake Forest RMCC plant conveys dry raw materials to the
concrete truck mixer. The truck mix process is located on the west side of the process and
hopper tower. The sampling arrays on this process were located on the downwind East and
North sides of RMCC's truck hood system. The fabric filter controlling the truck hood system
is located north of the process and hopper tower.
Both the inlet and outlet of this fabric filter were tested in order to develop the emission
factors. Photographs 1 and 2 show the truck hood system and the Method 5 D-sampling
arrays. Photographs 3 and 4 show the sampling arrays fan system and TEOM test location.
Photographs 5 and 6 show the fabric filter inlet and outlet test locations. It was necessary to
extend the outlet stack of the fabric filter by using a temporary duct to ensure that the
sampling location conformed to U.S. EPA Method 1 criteria.
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Photograph 1. RMCC Truck Hood System and the Sampling Arrays
Photograph 2. RMCC Truck Hood System and the Sampling Arrays
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Photograph 3. RMCC TEOM Fan System and Sampling Duct
Photograph 4. RMCC TEOM and Sampling Duct
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Photograph 5. RMCC Fabric Filter Inlet and Outlet Ducts, Truck Mix Test
Photograph 6. RMCC Temporary Outlet Duct Connection to Fabric Filter Outlet Duct
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2.4.2 Ready Mixed Concrete Company, Central Mix, Wake Forest, NC
The central mix process at the Wake Forest RJV1CC facility conveys dry raw materials to the
central mixer and then pours wet, mixed material to the truck. The Wake Forest RMCC
central mix process is located on the east side of the process and hopper tower. On this
process, the sampling arrays were located on the north side of the central mix transfer area and
on the north side of the raw material belt. This raw material belt conveys dry raw materials to
the central mixer. The selection of a sampling array location was based on the predominant
wind direction, visible emissions (diesel from trucks), and accessibility.
The fabric filter controlling the fugitive emissions from the central mixer hood system is
located north of the process and hopper tower. The fabric filter is the same fabric filter used
for the truck mix process. With this system, only one type mix, truck or central, can be
operated at a time. The fabric filter has two separate inlet ducts (one for the truck mix and
one for the central mix) that are wyed together prior to entering the fabric filter. Valves on
each of the inlet ducts are wired so that as one opens, the other closes, thus allowing emissions
to be captured from one process at a time. Both the inlet and outlet of this fabric filter were
tested in order to develop the emission factors. Photographs 7 and 8 show the raw material
conveyor inlet to the central mixer (main emission point) and the central mixer outlet to the
truck. Both areas were tested simultaneously using sampling arrays and the emissions were
combined.
Photograph 7. RMCC Central Mix Transfer Area Sampling Array
The fabric filter inlet test location is shown in Photograph 9. The same fabric filter outlet test
location was used for both truck and central mix tests. Photograph 10 shows a side view of
the fabri c filter inlet ducts prior to testing.
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Photograph 8. RMCC Central Mix Transfer to Truck Sampling Array
Photograph 9. RMCC Fabric Filter Inlet Test Location, Central Mix Test
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Photograph 10. RMCC Fabric Filter Inlet Ducts Prior to Testing
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2.4.3 S.T. Wooten Plant, Central Mix, Raleigh, NC
This plant uses a central mixing process. The mixer and truck loading areas were tested using
the Method 5D sampling arrays and the TEOM PMi0 monitor. The 5D sampling array at the
inlet to the central mixer was located immediately adjacent to the mixer entrance as shown in
Photograph 11. The 5D sampling array for the truck loading operation was located
immediately adjacent to the loading chute of the truck as shown in Photograph 12. Both of
the arrays were located downwind of the point of fugitive emissions.
The plant uses a hood above the conveyor leading to the mixer to capture particulate matter
emissions. The gas stream from this hood and from the cement and flyash silos is controlled
by a pulse jet fabric filter located on the north side of the mixing process. The mixing
operation tests were conducted only during periods when the cement and flyash silos were not
being filled. During these non-filling periods, the gas flow rates in the ducts serving the silos
were negligible. Accordingly, the emissions measured at the fabric filter inlet and outlet
(Photograph 13) were due solely to the mixing operation. The fabric filter inlet duct was
tested using CTM 040. The sampling location was installed to conform as closely to Method
1 as possible.
The fabric filter outlet was tested using a TEOM PMi0 monitor. This monitor was mounted in
the center of an outlet duct (Photograph 14) that was sized to reduce the gas velocity to
approximately 5 miles per hour. The total gas flow rate in the duct was measured using EPA
Methods 2 through 4.
Photograph 11. S.T. Wooten Central Mix Operation Inlet Sampling Array
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Photograph 12. S.T. Wooten Truck Inlet Sampling Array
Photograph 13. S.T. Wooten Fabric Filter Inlet Duct Test Location
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Photograph 14. S.T. Wooten Fabric Filter Outlet Duct Test Location and TEOM Inlet
2.4.4 Chandler Concrete Plant, Truck Mix, Troutville, VA
Chandler Concrete operates a truck mix process. The truck loading operation is conducted in
a semi-enclosed area open on the east and west side (Photograph 15) where the trucks only
back in for loading. The hood collecting fugitive emissions from truck loading is ducted to a
pulse jet fabric filter located south of the loading enclosure. This fabric filter also serves the
cement and flyash storage silos. The mixing operation was tested only during periods when
the silos were not being filled. Accordingly, the fabric filter inlet and outlet emissions were
due solely to the mixing operation.
The sampling arrays for the mixing operation were located on the east side of the truck
loading area in order to take advantage of the normal west to southwest wind direction. The
particulate matter captured in the arrays was ducted past a TEOM used to measure PMio on a
continuous basis. The wind speed and direction of ambient air moving past the truck loading
operation and through the arrays were measured by a set of two Davis meteorological
monitoring stations mounted on the array and the top of the baghouse.
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Photograph 15. Chandler Concrete Truck Loading Enclosure
2.4.5 Concrete Supply Plant, Truck Mix, Rock Hill, SC
Concrete Supply operates a truck mix process. The truck mix process at the Rock Hill, SC
plant conveys dry raw materials to the concrete truck mixer. The sampling arrays on this
process were located on the downwind North and East sides of Concrete Supply's truck hood
system. The fabric filter controlling the truck hood system is located northeast of the process
and hopper tower. This fabric filter also serves the cement and flyash storage silos. The
mixing operation was tested only during periods when the silos were not being filled.
Accordingly, the fabric filter inlet and outlet emissions were due solely to the mixing
operation.
Photographs 16 and 17 show the truck hood system and the Method 5 D-sampling arrays.
Photographs 18 and 19 show the sampling arrays, fan system and TEOM test locations.
Photograph 20 shows the fabric filter inlet test location. It was necessary to extend the outlet
stack of the fabric filter by using a temporary duct to ensure that the sampling location
conformed to U.S. EPA Method 1 criteria.
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Photograph 16. Concrete Supply Truck Mix Sampling Array
Photograph 17. Concrete Supply Truck Mix Inlet Operation Sampling Array
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Photograph 18. Concrete Supply Array Duct Test Location and TEOM Inlet
Photograph 19. Concrete Supply Fabric Filter Outlet Duct Test Location and TEOM Inlet
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Photograph 20. Concrete Supply Fabric Filter Inlet Duct Test Location
2.4.6 RMC Carolina Materials Plant, Central Mix, Raleigh, NC
This plant uses a central mixing process. The mixer and truck loading areas were tested using
the Method 5D testing arrays and the TEOM PMio monitor. The 5D sampling array at the
inlet to the central mixer was located immediately adjacent to the mixer entrance as shown in
Photograph 21. The 5D sampling array for the truck loading operation was located
immediately adjacent to the loading chute of the truck as shown in Photograph 22. Both
arrays were located downwind of the point of fugitive emissions.
The plant uses a hood above the conveyor leading to the mixer to capture particulate matter
emissions. The discharge point of the conveyor into the central mixer is in a semi-enclosed
area open on the north and south sides (Photograph 22). The gas stream from this hood and
from the cement and flyash silos is controlled by a pulse jet fabric filter located on the west
side of the mixing process. The mixing operation tests were conducted only during periods
when the cement and flyash silos were not being filled. During these non-filling periods, the
gas flow rates in the ducts serving the silos were negligible. Accordingly, the emissions
measured at the fabric filter inlet and outlet (Photograph 23) were due solely to the mixing
operation. The fabric filter inlet duct was tested using CTM 040. The sampling location was
installed to conform as closely to Method 1 as possible.
The fabric filter outlet was tested using a TEOM PMio monitor. This monitor was mounted in
the center of an outlet duct (Photograph 24) that was sized to reduce the gas velocity to
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approximately 5 miles per hour. The total gas flow rate in the duct was measured using EPA
Methods 2 through 4.
Photograph 21. RMC Carolina Materials Central Mix Operation Inlet Sampling Array
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Photograph 22. RMC Carolina Materials Truck Inlet Sampling Array
Photograph 23. RMC Carolina Materials Fabric Filter Inlet Duct Test Location
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Photograph 24. RMC Carolina Materials Fabric Filter Outlet Duct Test Location
2.5 Monitoring of Process Conditions
A number of variables potentially influence the particulate matter emission rates from the
concrete mix operations.
•	Raw material moisture levels
•	Raw material silt contents
•	Raw material size distribution
•	Concrete raw material mix
•	Production rates
•	Wind speed
•	Wind direction
All of these variables were monitored during the test runs. The test results are summarized in
Section 3.
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3. TEST RESULTS
3.1 Process Operating Conditions
3.1.1 Production Rates and Mix Characteristics
The total amount of concrete processed by the concrete mixing trucks during each test run was
recorded in units of yards. The five plants tested recorded the amount of each raw material
used for each order. The mix composition information and processing rate information are
summarized for each test run in Table 3-1 through 3-6. All of the processes operated in a
normal manner during the test program.
Table 3-1. Wake Forest, RMCC Truck Mix Production Data
Parameters
Truck Mix
Truck Mix
Truck Mix
Averages

Run # 1
Run # 2
Run # 3

Test Date
12/8/03
12/8/03
12/9/03
N/A
Run Start Time
9:01
12:14
7:53
N/A
Run Stop Time
11:12
14:14
10:03
N/A
Number of Truck Loads
11
6
7
8
Sand, lbs.
104,440
30,280
80,360
71,693
Stone 67 Size, lbs.
118,840
25,480
72,440
72,253
Stone 78 Size, lbs.
14,480
9,960
20,680
15,040
Cement, lbs.
28,170
9,540
21,480
19,730
Flyash, lbs.
9,350
2,460
7,180
6,330
Liquid Air, lbs.
26.06
4.56
19.50
16.71
Water Reducer, lbs.
11.81
16.94
37.25
22.00
Retarder, lbs.
0
0
0
0
High Range Water Reducer, lbs.
0
3.44
0
1.15
Calcium Accelerator, lbs.
175
0
71.88
82.29
Non-Chloride Accelerator, lbs.
210
0
0
70
Water, lbs.
9,552
1,872
5,552
5,658.7
Total Process Weight, lbs.
285,255
79,617
207,821
190,897.7
Total Process Weight, tons
142.6
39.8
103.9
95.4
Total Process Weight, yards
75
23
54
50.7
Tons / Yard
1.91
1.77
1.92
1.87
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Table 3-2. Wake Forest, RMCC Central Mix Proc
uction Data
Parameters
Run # 1
Run # 2
Run # 3
Averages
Test Date
12/10/03
12/11/03
12/11/03
N/A
Run Start Time
8:22
7:31
12:21
N/A
Run Stop Time
13:24
9:37
15:35
N/A
Number of Truck Loads
5
7
7
6.3
Sand, lbs.
66,560
96,560
88,640
83,920
Stone 67 Size, lbs.
88,240
124,120
113,240
108,533
Stone 78 Size, lbs.
0
0
0
0
Cement, lbs.
22,230
29,680
26,320
26,076.7
Flyash, lbs.
4,770
7,430
6,970
6,390
Liquid Air, lbs.
14.44
21.88
21.5
19.27
Water Reducer, lbs.
34.81
11.88
45.31
30.67
Retarder, lbs.
0
0
0
0
High Range Water Reducer,
lbs.
0
0
0
0
Calcium Accelerator, lb
65.63
66.25
17.50
49.79
Non-Chloride Accelerator, lbs.
0
280
0
93.3
Water, lbs.
3,160
6,564
3,888
4,537.3
Total Process Weight, lbs
185,075
264,734
239,142
296,317
Total Process Weight, tons
92.5
132.4
119.6
114.8
Total Process Weight, yards
49
69
64
60.7
Tons / Yard
1.89
1.92
1.87
1.89

Table 3-3. S.T. Wooten Concrete Central Mix Production Data
Parameters
Run # 1
Run # 2
Run # 3
Averages
Test Date
3/2/04
3/2/04
3/2/04
N/A
Run Start Time
9:10
11:12
13:04
N/A
Run Stop Time
10:10
12:12
14:05
N/A
Number of Truck Loads
5
5
6
5.3
Sand, lbs.
41,380
68,780
79,100
63,090
Stone 57 Size, lbs.
53,620
88,800
101,880
81,433
Cement, lbs.
12,540
19,310
23,800
18,550
Flyash, lbs.
3,460
6,580
7,190
5,743
Liquid Air, lbs.
5.43
6.18
9.06
6.90
Polyheed, lbs.
52.5
157.25
153.5
121.1
Water, lbs.
2,804
6,192
6,885
5,294
Total Process Weight, lbs
113,862
189,815
219,018
174,238
Total Process Weight, tons
56.94
94.91
109.51
87.12
Total Process Weight, yards
29.500
50.000
57.50
45.67
Tons / Yard
1.98
1.90
1.90
1.93
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Table 3-4. Chandler Concrete Truck Mix Production Data
Parameters
Run # 1
Run # 2
Run # 3
Averages
Test Date
3/17/04
3/17/04
3/18/04
N/A
Run Start Time
7:17
9:17
12:40
N/A
Run Stop Time
8:34
13:21
14:50
N/A
Number of Truck Loads
4
4
4
4
Stone 57, lbs.
43,180
28,700
56,960
42,946.7
Limestone, lbs.
33,040
17,220
28,260
26,173.3
Type 1-2 Cement, lbs.
12,245
6,690
11,915
10,283.3
Castle
5,100
6,620
19,120
10,280.0
Flyash, lbs.
1,220
1,495
4,105
2,273.3
Liquid Air, lbs.
1.75
2.25
3.00
2.33
Water Reducer, lbs.
12.81
14.50
38.38
21.90
Polarset, lbs.
69
0
0
23.0
Water, lbs.
5315.95
2,995.96
6,993.36
5,101.8
Total Process Weight, lbs.
100,185
63,738
127,395
97,105.7
Total Process Weight, tons
50.092
31.869
63.697
48.6
Total Process Weight, yards
24.5
14.50
32.0
23.7
Tons / Yard
2.03
2.16
1.99
2.1

Table 3-5. Concrete Supply Truck Mix Production Data
Parameters
Run # 1
Run # 2
Run # 3
Averages
Test Date
5/12/04
5/12/04
5/13/04
N/A
Run Start Time
7:50
10:07
9:06
N/A
Run Stop Time
8:50
11:06
10:10
N/A
Number of Truck Loads
8
9
5
7.3
Sand, lbs.
95,731
80,700
51,080
75,837
Stone, lbs.
130,660
107,130
66,750
101,513
Type 1-2 Cement, lbs.
38,490
33,525
21,380
31,131
Flyash, lbs.
1,785
9,160
5,910
5,618
Water, lbs.
11,082.16
9,897.17
6,225.37
9,068.23
Water Reducer, lbs.
58.5
55.31
6.5
40.1
Liquid Air, lbs.
3.81
13.88
10.06
9.25
M.S. Sand, lbs.
5,970
26,150
17,740
16,620
Retarder, lbs.
42.81
29.13
46.56
39.29
Adva, lbs.
53.13
0
0
17.71
Delvo, lbs
75.06
0
0
25.02
Total Process Weight, lbs.
283,951
266,660
169,148
239,919
Total Process Weight, tons
141.976
133.330
84.574
119.96
Total Process Weight, yards
71.250
67.20
43.00
60.48
Tons / Yard
1.99
1.99
1.97
1.98
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Table 3-6. RMC Carolina Materials Central Mix Production Data
Parameters
Run # 1
Run # 2
Run # 3
Averages
Test Date
5/19/04
5/19/04
5/20/04
N/A
Run Start Time
8:10
10:08
8:52
N/A
Run Stop Time
9:09
11:11
9:52
N/A
Number of Truck Loads
5
4
8
5.7
Sand, lbs.
65,120
39,700
81,320
62,046
Stone, lbs.
78,860
51,840
100,700
77,133
Type 1-2 Cement, lbs.
20,860
13,100
27,280
20,413
Flyash, lbs.
4,990
3,190
6,580
4,920
Water, lbs.
66,092.4
40,256.28
61,763.04
56,037.24
Water Reducer, lbs.
64.69
34.94
67.31
55.65
Liquid Air, lbs.
0
3.06
18.25
7.10
Retarder, lbs.
0
0
6.5
2.2
Total Process Weight, lbs.
235,987
148,124
277,735
220,614
Total Process Weight, tons
117.994
74.052
138.868
110.307
Total Process Weight, yards
45.0
29.0
58.0
44
Tons / Yard
2.62
2.55
2.42
2.51
3.1.2 Raw Materials Size Distribution, Moisture Levels, and Silt Content
The raw materials for both the truck and central mix processes come from the same sources
and, therefore, were sampled only once at the Wake Forest, RMCC plant. The raw material
size distribution, moisture levels, and silt contents are summarized in Table 3-7.
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Table 3-7. Raw Material Particle Size Distribution,
VIoisture Levels and Silt Contents
Raw
Material
Date of
Test
Time
Sampl
e
Taken
% Greater
than
75 mm
% Greater
than
19 mm
% Greater
than
#20 Mesh
% Greater
than
100 Mesh
% Greater
than
200 Mesh
Pan %
Less than
#200
Mesh (Silt)
%
Moisture
RMCC, Wake Forest Plants (Truck Mix and Central Mix)
Sand
12/8/03
13:00
0.0
0.0
41.06
56.61
1.56
0.77
12.87"
Stone
12/8/03
13:00
0.0
33.59
64.93
0.77
0.34
0.38
1.44
Cement
12/8/03
14:00
0.0
0.0
0.0
79.96
10.01
10.03
0.27
Flyash
12/9/03
08:07
0.0
0.0
0.0
4.14
11.13
84.73
0.21
S.T. Wooten, Raleigh Plant
Cement
3/2/04
11:52
0.0
0.0
0.0
37.7
12.5
49.8
0.30
Flyash
3/2/04
13:06
0.0
0.0
0.31
1.78
10.3
87.6
0.09
Sand
3/2/04
9:11
0.0
0.0
19.3
79.1
0.7
0.8
6.3
Stone
3/2/04
11:18
0.0
18.8
78.9
1.1
0.4
0.8
1.1
Chandler Concrete, Troutvil
e Plant
Cement
3/16/04
13:15
0.0
0.0
0.0
73.5
21.94
4.56
0.39
Flyash
3/16/04
13:22
0.0
0.0
37.2
3.18
9.63
86.81
0.16
Sand
3/16/04
10:57
0.0
0.0
5.80
92.57
1.43
0.2
8.01
Stone
3/16/04
12:24
0.0
9.92
89.05
0.35
0.18
0.50
2.07
Concrete Supply, Rock Hill Plant
Cement
5/11/04
13:15
0.0
0.0
0.09
80.68
18.12
1.11
0.31
Flyash
5/11/04
14:38
0.0
0.0
0.189
3.89
12.28
83.64
0.07
Sand
5/11/04
15:21
0.0
0.0
24.96
72.59
1.96
0.48
3.43
Stone
5/11/04
16:33
0.0
18.87
80.41
0.17
0.11
0.44
0.46
RMC Carolina Materials, Raleigh Plant
Cement
5/18/04
15:13
0.0
0.0
0.70
91.74
5.26
2.30
1.07
Flyash
5/18/04
16:13
0.0
0.0
0.24
4.07
26.87
68.82
0.19
Sand
5/18/04
12:45
0.0
0.0
23.89
73.25
2.25
0.62
7.70
Stone
5/18/04
17:08
0.0
22.05
76.94
0.39
0.19
0.42
0.86
3.2 Wind Speed and Direction
Meteorological data were monitored on a continuous basis on the downwind side of the
process being tested. During the first test run at the RMCC plant, it was determined that the
wind speed and direction were erratic due to constant truck traffic moving from the loading
areas to the wash-off area and to the topography of the surrounding plant area. Earth berms
and trees surround the plant and form a bowl shaped depression around the plant. The
topography causes swirling wind conditions, especially during truck movement in and out of
the loading areas. For this reason, the data were erratic and could not be used to evaluate
wind direction. Air Control Techniques, P.C. visually observed wind direction to confirm that
fugitive emissions were passing through the array. The rapid response of the TEOM monitor
to the fugitive emissions during each truck and central mixer loading operation also provided
11 The sand moisture content of 12.87% is higher than levels in some parts of the U.S. This sand moisture value
has been confirmed for this facility.
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direct confirmation that the wind was in the appropriate direction during the test program.
Table 3-8 summarizes the average wind speeds during both the truck and central mix tests for
the five plants tested.
Table 3-8. Wind Speed Averages
Test Run
Average Wind Speed, MPH
RMCC Wake Forest
Truck Mix Run # 1
1.1
Truck Mix Run # 2
1.4
Truck Mix Run # 3
l1
Average
1.2
RMCC Wake Forest
Central Mix Run # 1
l1
Central Mix Run # 2
2.7
Central Mix Run # 3
2.5
Average
2.1
S.T. Wooten, Raleigh
Central Mix Run # 1
7.0
Central Mix Run # 2
8.2
Central Mix Run # 3
2.7
Average
6.0
Chandler Concrete2
Truck Mix Run # 1
1.7
Truck Mix Run # 2
4.3
Truck Mix Run # 3
1.3
Average
2.4
Concrete Supply
Truck Mix Run # 1
1.1
Truck Mix Run # 2
1.5
Truck Mix Run # 3
1.6
Average
1.4
RMC Carolina Materials
Central Mix Run # 1
7.1
Central Mix Run # 2
4.4
Central Mix Run # 3
1.5
Average
4.3
1. One mph was used as a default value during tests in
which the meteorological monitoring station was
blocked by trucks being loaded.
2. Wind speed was potentially biased low due to wind
blocking effect of truck on meteorological monitoring
station.
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3.3 PM2.5, PM10-2.5, PM10, and Total Particulate Matter Emission Factors
The truck and central mix emission factors were calculated from the measured fabric filter
inlet and outlet particulate matter concentrations and the measured fugitive particulate matter
emissions captured by the sampling arrays. The calculations for fugitive emissions captured
by the sampling arrays and measured by the TEOM monitor are shown in example
calculations in Appendix H of this report. The average wind speeds were measured during
each test in conjunction with the PM10 particulate matter concentration measurements to
determine the fugitive PM10 mass fluxes from the hood areas.
The upwind ambient PM10 concentrations were not subtracted from the baseline data sets of
the sampling arrays when calculating the emission factors. Furthermore, diesel exhaust
emissions from the concrete trucks were not subtracted from the sampling array data sets. The
inclusion of both the upwind PMi0 particulate matter and diesel particulate matter biases the
hood capture efficiencies to lower-than-true levels and biases the emission factors to higher-
than-true levels. Tables 3-9 and 3-14 present the truck and central mix emissions data.
Table 3-9. Wake Forest RMCC Truck Mix Emissions Data
Test Results
Run # 1
12/8/03
Run # 2
12/8/03
Run# 3
12/9/03
Averages
Method 5 D-Sampling Array Results

Average Array PMi0 Particulate Concentration, ug/m3
36.1
130.5
64.6
77.1
Measured PMi0 Emissions Thru Array, lbs./hour
0.0026
0.0120
0.0043
0.0063
Calculated Total Emissions Thru Array, lbs./hour
0.0084
0.0465
0.0116
0.0222
Calculated PM2 5 Emissions Thru Array, lbs./hour
0.0003
0.0012
0.0006
0.0007
Calculated PM10_2.5 Emissions Thru Array, lbs./hour
0.0023
0.0109
0.0036
0.0056
Fabric Filter Results

Fabric Filter Inlet, Total Particulate Concentration, lbs./hr
3.2497
3.9991
32.1562
13.1350
Fabric Filter Outlet, Total Particulate Concentration, lbs./hr
0.0214
0.0139
0.0211
0.0188
Fabric Filter Inlet, PM10 Particulate Concentration, lbs./hr
1.0090
1.0351
11.8126
4.6189
Fabric Filter Outlet, PM10 Particulate Concentration, lbs./hr
0.0214
0.0042
0.0211
0.0156
Fabric Filter Inlet, PM2 5 Particulate Concentration, lbs./hr
0.1247
0.0989
1.7750
0.6662
Fabric Filter Outlet, PM25 Particulate Concentration, lbs./hr
0.00005
0.0014
0.00703
0.0028
Fabric Filter Inlet, PM10.2 5 Particulate Concentration, lbs./hr
0.8843
0.9362
10.0376
3.9527
Fabric Filter Outlet, PM10-2.5 Particulate Concentration,
lbs./hr
0.0214
0.0028
0.0141
0.0128
Particulate Size Ratios based on Fabric Filter Inlet Data
Total / PM10 for TEOM Total Calculation
3.22
3.86
2.72
3.27
PM2 5 / PM10 for TEOM PM2 5 Calculation
0.12
0.10
0.15
0.12
PM10.2.5/PM10 Ratio for TEOM PM10-2 5 Calculation
0.88
0.90
0.85
0.88
Emission Factor Results
Average Plant Production Levels During Tests, Tons/Hour
8.58
3.00
6.91
6.16
Total Particulate Emission Factor, lbs./ton
0.00347
0.02011
0.00468
0.00942
Total PM10 Emission Factor, lbs./ton
0.00280
0.00538
0.00362
0.00393
Total PMio_2 5 Emission Factor, lbs./ton
0.00276
0.00452
0.00253
0.00327
Total PM2 5 Emission Factor, lbs./ton
0.00003
0.00086
0.00109
0.00066
Collection Efficiencies
Fabric Filter Total Efficiency
99.3%
99.7%
99.9%
99.6%
Truck Hood PMi0 Efficiency
99.7%
98.8%
99.9%
99.5%
System Collection Efficiency
97.6%
98.4%
99.8%
98.6%
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Table 3-10. Wake Forest RMCC Central Mix Emissions Data
Test Results
Run # 1
12/10/03
Run # 2
12/11/03
Run # 3
12/11/03
Averages
Method 5 D-Sampling Array Results
Average Array PMi0 Particulate Concentration, ug/m3
18.8
16.4
57.9
31.0
Measured PMi0 Emissions Thru Array, lbs./hour
0.0009
0.0020
0.0067
0.0032
Calculated Total Emissions Thru Array, lbs./hour
0.0029
0.0053
0.0178
0.0087
Calculated PM2 5 Emissions Thru Array, lbs./hour
0.0003
0.0003
0.0010
0.0005
Calculated PMi 0-2.5 Emissions Thru Array, lbs./hour
0.0006
0.0018
0.0057
0.0027
Fabric Filter Results
Fabric Filter Inlet, Total Particulate Concentration, lbs./hr
0.6950
1.5389
1.3322
1.1887
Fabric Filter Outlet, Total Particulate Concentration, lbs./hr
0.0270
0.0198
0.0262
0.0243
Fabric Filter Inlet, PMi0 Particulate Concentration, lbs./hr
0.2094
0.5922
0.4987
0.4334
Fabric Filter Outlet, PMi0 Particulate Concentration, lbs./hr
0.0270
0.0128
0.0148
0.0182
Fabric Filter Inlet, PM2 5 Particulate Concentration, lbs./hr
0.0617
0.0799
0.0729
0.0715
Fabric Filter Outlet, PM2 5 Particulate Concentration, lbs./hr
0.0170
0.0000
0.0103
0.0091
Fabric Filter Inlet, PMi0-2.5 Particulate Concentration, lbs./hr
0.1477
0.5123
0.4258
0.3619
Fabric Filter Outlet, PMi0.2 5 Particulate Concentration, lbs./hr
0.0099
0.0128
0.0046
0.0091
Particulate Size Ratios based on Fabric Filter Inlet Data
Total / PM10 for TEOM Total Calculation
3.32
2.60
2.67
2.86
PM2 5 / PM10 for TEOM PM2 5 Calculation
0.29
0.13
0.15
0.19
PM10-2.5/PM10 Ratio for TEOM PM10-2 5 Calculation
0.71
0.87
0.85
0.81
Emission Factor Results
Average Plant Production Levels During Tests, Tons/Hour
6.82
8.88
7.18
7.63
Total Particulate Emission Factor, lbs./ton
0.00431
0.00232
0.00612
0.00425
Total PM10 Emission Factor, lbs./ton
0.00401
0.00134
0.00299
0.00278
Total PMi 0-2.5 Emission Factor, lbs./ton
0.00153
0.00130
0.00142
0.00142
Total PM2 5 Emission Factor, lbs./ton
0.00249
0.00003
0.00157
0.00136
Collection Efficiencies
Fabric Filter Total Efficiency
96.1%
98.7%
98.0%
97.6%
Truck Hood PMi0 Efficiency
99.6%
99.7%
98.7%
99.3%
System Collection Efficiency
86.7%
97.5%
95.7%
93.3%
Air Control Techniques, P.C.
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Table 3-11. S.T. Wooten Central Mix Emissions Data
Test Results
Run # 1
3/2/04
Run # 2
3/2/04
Run# 3
3/2/04
Averages
Method 5 D-Sampling Array Results

Average Array PMi0 Particulate Concentration, ug/m3
80.86
426.70
402.62
303.4
Measured PMi0 Emissions Thru Array, lbs./hour
0.0261
0.1616
0.0501
0.0792
Calculated Total Emissions Thru Array, lbs./hour
0.1088
0.9414
0.1119
0.3874
Calculated PM2 5 Emissions Thru Array, lbs./hour
0.0023
0.0136
0.0029
0.0063
Calculated PMi0_2.5 Emissions Thru Array, lbs./hour
0.0238
0.1480
0.0471
0.0730
Fabric Filter Results

Fabric Filter Inlet, Total Particulate Concentration, lbs./hr
13.46
14.82
12.74
13.67
Fabric Filter Outlet, Total Particulate Concentration, lbs./hr
0.047
0.049
0.274
0.123
Fabric Filter Inlet, PMi0 Particulate Concentration, lbs./hr
3.22
2.54
5.7
3.82
Fabric Filter Outlet, PMi0 Particulate Concentration, lbs./hr
0.011
0.008
0.122
0.047
Fabric Filter Inlet, PM2 5 Particulate Concentration, lbs./hr
0.28
0.21
0.33
0.28
Fabric Filter Outlet, PM25 Particulate Concentration, lbs./hr
0.00098
0.00070
0.0071
0.00294
Fabric Filter Inlet, PMi0.2 5 Particulate Concentration, lbs./hr
2.94
2.33
5.36
3.55
Fabric Filter Outlet, PM10_2.5 Particulate Concentration,
lbs./hr
0.0103
0.0076
0.1152
0.0444
Particulate Size Ratios based on Fabric Filter Inlet Data
Total / PM10 for TEOM Total Calculation
4.17
5.83
2.24
4.08
PM2 5 / PM10 for TEOM PM2 5 Calculation
0.09
0.08
0.06
0.08
PM10.2.5/PM10 Ratio for TEOM PM10_2 5 Calculation
0.91
0.92
0.94
0.92
Emission Factor Results
Average Plant Production Levels During Tests, Tons/Hour
7.90
13.10
15.27
12.09
Total Particulate Emission Factor, lbs./ton
0.01972
0.07560
0.02526
0.04020
Total PM10 Emission Factor, lbs./ton
0.00470
0.01240
0.01127
0.00945
Total PM10.2 5 Emission Factor, lbs./ton
0.00428
0.01131
0.01061
0.00873
Total PM2 5 Emission Factor, lbs./ton
0.00042
0.00109
0.00065
0.00072
Collection Efficiencies
Fabric Filter Total Efficiency
99.6%
99.7%
97.9%
99.0%
Truck Hood PM10 Efficiency
99.2%
94.0%
99.1%
97.5%
System Collection Efficiency
98.8%
93.3%
97.0%
96.4%
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Table 3-12. Chandler Concrete, Troutville Truck Mix Emissions Data
Test Results
Run # 1
12/8/03
Run # 2
12/8/03
Run# 3
12/9/03
Averages
Method 5 D-Sampling Array Results

Average Array PMi0 Particulate Concentration, ug/m3
983.4
495.3
1511.2
996.6
Measured PMi0 Emissions Thru Array, lbs./hour
0.0786
0.0991
0.0886
0.0887
Calculated Total Emissions Thru Array, lbs./hour
0.1623
0.2099
0.2410
0.2044
Calculated PM2 5 Emissions Thru Array, lbs./hour
0.0163
0.0098
0.0108
0.0123
Calculated PMi0_2.5 Emissions Thru Array, lbs./hour
0.0622
0.0893
0.0777
0.0764
Fabric Filter Results

Fabric Filter Inlet, Total Particulate Concentration, lbs./hr
2.52
1.80
5.62
3.32
Fabric Filter Outlet, Total Particulate Concentration, lbs./hr
0.065
0.064
0.150
0.093
Fabric Filter Inlet, PMi0 Particulate Concentration, lbs./hr
1.221
0.851
2.066
1.380
Fabric Filter Outlet, PMi0 Particulate Concentration, lbs./hr
0.031
0.030
0.055
0.039
Fabric Filter Inlet, PM2 5 Particulate Concentration, lbs./hr
0.254
0.084
0.252
0.197
Fabric Filter Outlet, PM2 5 Particulate Concentration, lbs./hr
0.007
0.003
0.007
0.005
Fabric Filter Inlet, PMi0.2 5 Particulate Concentration, lbs./hr
0.967
0.767
1.814
1.183
Fabric Filter Outlet, PM10_2.5 Particulate Concentration,
lbs./hr
0.025
0.027
0.048
0.033
Particulate Size Ratios based on Fabric Filter Inlet Data
Total / PM10 for TEOM Total Calculation
2.07
2.12
2.72
2.30
PM2 5 / PM10 for TEOM PM2 5 Calculation
0.21
0.10
0.12
0.14
PM10.2.5/PM10 Ratio for TEOM PM10_2 5 Calculation
0.79
0.90
0.88
0.86
Emission Factor Results
Average Plant Production Levels During Tests, Tons/Hour
6.19
4.12
7.75
6.02
Total Particulate Emission Factor, lbs./ton
0.03673
0.06647
0.05045
0.05122
Total PM10 Emission Factor, lbs./ton
0.01771
0.03133
0.01853
0.02252
Total PM10.2 5 Emission Factor, lbs./ton
0.01395
0.02823
0.01623
0.01947
Total PM2 5 Emission Factor, lbs./ton
0.00377
0.00311
0.00230
0.00306
Collection Efficiencies
Fabric Filter Total Efficiency
97.4%
96.5%
97.3%
97%
Truck Hood PM10 Efficiency
94.0%
89.6%
95.9%
93.1%
System Collection Efficiency
91.0%
84.8%
93.0%
89.6%
Air Control Techniques, P.C.
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Table 3-13. Concrete Supply, Rock Hill Truck Mix Emissions Data
Test Results
Run # 1
5/12/04
Run # 2
5/12/04
Run# 3
5/13/04
Averages
Method 5 D-Sampling Array Results

Average Array PMi0 Particulate Concentration, ug/m3
351.0
854.6
527.0
577.5
Measured PMi0 Emissions Thru Array, lbs./hour
0.0170
0.0585
0.0378
0.0378
Calculated Total Emissions Thru Array, lbs./hour
0.0885
0.2154
0.2897
0.1979
Calculated PM2 5 Emissions Thru Array, lbs./hour
0.0025
0.0049
0.0026
0.0034
Calculated PMi0_2.5 Emissions Thru Array, lbs./hour
0.0145
0.0536
0.0351
0.0344
Fabric Filter Results

Fabric Filter Inlet, Total Particulate Concentration, lbs./hr
15.992
24.505
43.483
27.99
Fabric Filter Outlet, Total Particulate Concentration, lbs./hr
0.070
0.132
0.192
0.131
Fabric Filter Inlet, PMi0 Particulate Concentration, lbs./hr
3.071
6.654
5.668
5.131
Fabric Filter Outlet, PMi0 Particulate Concentration, lbs./hr
0.013
0.036
0.025
0.025
Fabric Filter Inlet, PM2 5 Particulate Concentration, lbs./hr
0.456
0.561
0.393
0.470
Fabric Filter Outlet, PM2 5 Particulate Concentration, lbs./hr
0.002
0.003
0.002
0.002
Fabric Filter Inlet, PMi0.2 5 Particulate Concentration, lbs./hr
2.615
6.093
5.275
4.6609
Fabric Filter Outlet, PM10_2.5 Particulate Concentration,
lbs./hr
0.011
0.033
0.023
0.023
Particulate Size Ratios based on Fabric Filter Inlet Data
Total / PM10 for TEOM Total Calculation
5.21
3.68
7.67
5.52
PM2 5 / PM10 for TEOM PM2 5 Calculation
0.15
0.08
0.07
0.10
PM10.2.5/PM10 Ratio for TEOM PM10_2 5 Calculation
0.85
0.92
0.93
0.90
Emission Factor Results
Average Plant Production Levels During Tests, Tons/Hour
20.24
21.73
13.91
18.63
Total Particulate Emission Factor, lbs./ton
0.00783
0.01599
0.03538
0.01973
Total PM10 Emission Factor, lbs./ton
0.00148
0.00435
0.00461
0.00348
Total PM10.2 5 Emission Factor, lbs./ton
0.00126
0.00399
0.00427
0.00317
Total PM2 5 Emission Factor, lbs./ton
0.00022
0.00036
0.00034
0.00031
Collection Efficiencies
Fabric Filter Total Efficiency
99.6%
99.5%
99.6%
99.5%
Truck Hood PM10 Efficiency
99.4%
99.1%
99.3%
99.3%
System Collection Efficiency
99.0%
98.6%
98.9%
98.8%
Air Control Techniques, P.C.
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Table 3-14. RMC Carolina Materials Central Mix Emissions Data
Test Results
Run # 1
5/19/04
Run # 2
5/19/04
Run# 3
5/20/04
Averages
Method 5 D-Sampling Array Results

Average Array PMi0 Particulate Concentration, ug/m3
309.2
223.7
193.3
242.1
Measured PMi0 Emissions Thru Array, lbs./hour
0.1013
0.0456
0.0132
0.0534
Calculated Total Emissions Thru Array, lbs./hour
0.3972
0.1761
0.0601
0.2111
Calculated PM2 5 Emissions Thru Array, lbs./hour
0.0072
0.0083
0.0013
0.0056
Calculated PMi0_2.5 Emissions Thru Array, lbs./hour
0.0942
0.0373
0.0119
0.0478
Fabric Filter Results

Fabric Filter Inlet, Total Particulate Concentration, lbs./hr
7.580
5.823
10.254
7.886
Fabric Filter Outlet, Total Particulate Concentration, lbs./hr
0.0056
0.0064
0.0058
0.0060
Fabric Filter Inlet, PMi0 Particulate Concentration, lbs./hr
1.934
1.508
2.245
1.896
Fabric Filter Outlet, PMi0 Particulate Concentration, lbs./hr
0.0014
0.0017
0.0013
0.0015
Fabric Filter Inlet, PM2 5 Particulate Concentration, lbs./hr
0.137
0.274
0.219
0.2098
Fabric Filter Outlet, PM2 5 Particulate Concentration, lbs./hr
0.0001
0.0003
0.0001
0.0002
Fabric Filter Inlet, PMi0.2 5 Particulate Concentration, lbs./hr
1.797
1.235
2.027
1.6860
Fabric Filter Outlet, PM10_2.5 Particulate Concentration,
lbs./hr
0.001
0.001
0.001
0.001
Particulate Size Ratios based on Fabric Filter Inlet Data
Total / PM10 for TEOM Total Calculation
3.92
3.86
4.57
4.12
PM2 5 / PM10 for TEOM PM2 5 Calculation
0.07
0.18
0.10
0.12
PM10.2.5/PM10 Ratio for TEOM PM10_2 5 Calculation
0.93
0.82
0.90
0.88
Emission Factor Results
Average Plant Production Levels During Tests, Tons/Hour
13.01
8.15
16.82
12.66
Total Particulate Emission Factor, lbs./ton
0.03097
0.02240
0.00392
0.01909
Total PM10 Emission Factor, lbs./ton
0.00790
0.00581
0.00086
0.00485
Total PMio_2 5 Emission Factor, lbs./ton
0.00733
0.00475
0.00078
0.00429
Total PM2 5 Emission Factor, lbs./ton
0.000561
0.0010555
0.0000835
0.00057
Collection Efficiencies
Fabric Filter Total Efficiency
99.9%
99.9%
99.9%
99.9%
Truck Hood PMi0 Efficiency
95.0%
97.1%
99.4%
97.2%
System Collection Efficiency
94.7%
96.9%
99.4%
97.0%
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The total particulate matter and PMio particulate matter emission factors measured for the
three truck mix sources tested are substantially below the values measured during previous
EPA tests summarized in AP42 Section 11.12. The hood capture efficiencies observed during
the tests at RMCC, Chandler, and Concrete Supply were substantially higher than the values
reported by EPA based on qualitative visual observations. Air Control Techniques, P.C.
believes that the higher efficiencies for truck mix operations reported in the RMC Research
Foundation tests are due primarily to the following.
•	Improved fugitive particulate matter measurement techniques now available due to the
development and promulgation of the TEOM PMi0 monitoring technique
•	Improved capture systems installed at ready mixed concrete plants
•	Improved truck loading operations
The TEOM monitoring system and the sampling array provide for the accurate measurement
of fugitive particulate matter emissions from the truck and central mixing loading operations.
This method is substantially more accurate than the qualitative visual observations used by
EPA personnel during previous tests.
The ready mixed concrete industry has improved the design of hoods used to capture
particulate matter during truck and central mixer loading. The extent of hood enclosure
around the transfer operation has reduced fugitive dust emissions. Accordingly, some of the
data presently presented in AP42 Section 11.12 are out-of-date.
During the tests at RMCC Wake Forest, there were two spills due to improper truck
positioning. Material transfer to the improperly positioned trucks caused moderate-to-high
PMio spikes in the TEOM monitored sampling array. Air Control Techniques, P.C. believes
that these spills are the primary source of fugitive emissions. In a review of the field notes
compiled by EPA during the 1993 tests, it is apparent that the plants being tested had a
relatively high frequency of spills. This is one possible reason why the capture efficiencies
reported by EPA ranged from 71% for truck mix operations to 94% for central mix operations.
Air Control Techniques, P.C.
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4. QUALITY ASSURANCE AND QUALITY CONTROL ACTIVITIES
4.1 QA/QC Procedures for Sample Treatment and Analysis
All of the tests were conducted using QA/QC procedures established by EPA and Air Control
Techniques, P.C. for CTM 040. Problems encountered before a test run were identified and
corrected prior to sampling.
4.1.1	Leak Checks
Pretest and posttest leak checks were conducted on each sampling train used in all CTM 040
tests. The observed leak rates must be below 0.02 actual cubic feet per minute to be
acceptable. Posttest leak checks were completed with the dual cyclone removed. This is a
standard CTM 040 procedure to ensure that the particles in the cyclone catch cups are not re-
entrained into subsequent stages.
4.1.2	S-Type Pitot Tube Calibration
All S-type Pitot tubes used in this project conformed to EPA guidelines concerning
construction and geometry. Pitot tubes were inspected prior to use. If the specified guidelines
were met, a Pitot tube coefficient of 0.84 was used. Information pertaining to S-type Pitot
tubes is presented in detail in Section 3.1.1 of EPA Publication No. 600/4-77-027b. Only S-
type Pitot tubes meeting the required EPA specifications were used in this project.
4.1.3	Sample Nozzle Calibration
Stainless steel nozzles were used for isokinetic sampling. All nozzles were thoroughly
cleaned, visually inspected, and calibrated according to the procedure outlined in Section
3.4.2 of EPA Publication No. 600/4-77-027b.
4.1.4	Temperature Monitor Calibration
The thermocouples used in this project were calibrated using the procedures described in
Section 3.4.2 of EPA Publication No. 600/4-77-027b. Each temperature sensor was calibrated
at a minimum of 3 points over the anticipated range of use against an NIST-traceable mercury
in glass thermometer.
4.1.5	Dry Gas Meter Calibration
All dry gas meters were fully calibrated to determine the volume correction factor prior to
field use. Post-tests calibration checks were performed as soon as possible after the
equipment was returned to the shop. Pre-and post-test calibrations agreed within ±5 percent.
The calibration procedure is documented in Section 3.3.2 of EPA Publication No. 600/4-77-
237b.
4.1.6	Moisture Scale Calibration
The scales used at the test location to determine flue gas moisture content were calibrated
using a standard set of weights.
4.1.7	Particulate Sampling Using CTM 040
Standard operating procedures described in the PCA protocol and CTM 040 were followed.
Prior to conducting the test, the sampling trains were tested to confirm proper operation and to
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	Final Report
determine the sampling nozzles that were needed to achieve isokinetic sampling conditions.
The gas flow velocities at the sampling locations were measured using EPA Method 2. An S-
type Pitot tube was used for these velocity measurements. The S-type Pitot tube was visually
inspected before each run. Each leg of the Pitot tube was leak checked before and after each
run. Proper orientation of the S-type Pitot tube was maintained throughout each
measurement. The yaw and the pitch axis of the S-type Pitot tube was maintained 90 degrees
to the airflow. Checks for cyclonic flow were completed at each sampling location before the
start of the first test run.
4.2 QA/QC Checks for Data Reduction, Validation and Reporting
Daily quality audits were conducted using data quality indicators that require the review of the
recording and transfer of raw data, calculations, and documentation of testing procedures. All
data and calculations for air flow rates and isokinetic sampling rates were recorded manually
and then transferred to a portable computer. The calculations were verified by independent,
manual checks.
Any suspect data or outliers were noted and identified with respect to the nature of the
problem and potential effect on data quality.
4.2.1 Sample Recovery and Custody
All samples were recovered by Air Control Techniques, P.C. personnel using standard EPA
procedures. Sample recovery was performed in the Air Control Techniques, P.C. mobile
laboratory. All sampling equipment was sealed to prevent contamination during transport to
the laboratory. All chemicals used for sampling train preparation and sample recovery were
American Chemical Society ACS, High Performance Liquid Chromatography (HPLC) or
pesticide grade.
The list of the samples recovered from each of the reference method tests are summarized
below.
CTM 040
•	Sample Jar #1, Particulate Matter > 10 micrometers
•	Sample Jar #2, Particulate Matter < 10 micrometers and > 2.5 micrometers
•	Sample Jar #3, Particulate Matter < 2.5 micrometers
•	Sample Jar #4, Filter, Filterable Particulate Matter <2.5 micrometers
•	Acetone blank (1 per acetone lot)
•	Silica gel (impinger 4 for moisture determination)
All of the samples were labeled immediately after recovery. The samples were packed in
boxes and sealed. A chain of custody record and sample log were maintained during the
emissions study. Air Control Techniques, P.C. delivered the sample boxes to the laboratory
along with the appropriate chain of custody record forms.
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4.2.2 Sample Identification
The test runs were identified using the procedures described in Table 4-1. For example the
Wake Forest RMCC plant, the first CTM 040 run for the truck mix at the inlet to the fabric
filter was designated as WF-T-IN-Pre4-1.
Table 4-1. Sample Identification
Plant
Mix Type
Test Location
Method
Runs
Run Numbers
Wake Forest
Truck
Fabric Filter Inlet
Pre-4
1,2,3
WF-T-In-Pre4-1,2,3
Wake Forest
Truck
Fabric Filter Outlet
Pre-4
1,2,3
WF-T-Out-Pre4-1,2,3
Wake Forest
Central
Fabric Filter Inlet
Pre-4
1,2,3
WF-C-In-Pre4-1,2,3
Wake Forest
Central
Fabric Filter Outlet
Pre-4
1,2,3
WF-C-Out-Pre4-1,2,3
S.T. Wooten
Central
Fabric Filter Inlet
Pre-4
1,2,3
ST-C-In-Pre4-1,2,3
Troutville
Truck
Fabric Filter Inlet
Pre-4
1,2,3
TV-T-Pre4-1,2,3
Concrete
Supply
Truck
Fabric Filter Inlet
Pre-4
1,2,3
CS-T-IN-Pre4-l,2,3
RMC Carolina
Materials
Central
Fabric Filter Inlet
Pre-4
1,2,3
RMC-C-IN-Pre4-1,2,3
4.2.3 Quality Assurance Results
Not all of the sample runs met the results acceptability criteria as defined by CTM 040. A
summary of the quality assurance results for the CTM 040 tests is presented in Table 4-2.
All of the isokinetic results are consistent with the exception of one test run that was not
within the CTM 040 criteria of 80% to 120%. Three of the PMio (cyclone I) D50 values are
also not consistent with the CTM 040 requirement of D50 values equal to or greater than 9.0
micrometers and equal to or less than 11.0 micrometers. Two of the PM2.5 (cyclone IV) D50
values are not consistent with the CTM 040 requirement of D50 values equal to or greater than
2.25 micrometers and equal to or less than 2.75 micrometers. Because all of the D50 values in
this test program are greater than 10 micrometers, some particles with aerodynamic diameters
greater than 10 micrometers were included in the PMio catch. This means that there is a slight
bias to larger-than-actual PMi0 emissions. Because two D50 values in this test program were
less than 2.25 micrometers, there was a slight bias to smaller than actual PM25 emissions.
Based on the very low catch weights observed during the test run, the impact of these biases
was considered to be negligible.
The cut size problems experienced in several test runs were due to the very narrow acceptable
sampling rate range for ambient temperature sources shown in Figure 2-2. The average stack
temperature for the twenty four test runs was 53.8 degrees Fahrenheit. Because CTM 040 is a
constant sampling rate method, there is very little allowance for flow adjustments once
sampling has begun; therefore, with such a narrow flow criteria, calculations were based on
satisfying the PM25 cut sizes prior to the PMio and isokinetic criteria. Adjustments of the
sampling rate by even 0.01 ACFM (an extremely small value in emission sampling) to allow
lower PMio cyclone D50 values might have caused out-of-specification PM2.5 cyclone D50
values.
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	Final Report
4.3 TEOM Monitor Calibration
Leak checks were performed according to Rupprecht and Patashnick's (R&P) performance
audits in the field prior to sampling and immediately following the final day of sampling.
R&P also completed a multi-point calibration of the sample flow rate prior to shipment. This
calibration was conducted using an NIST traceable flow rate standard that is accurate to ± 2%.
A single point verification of the sample flow rate was conducted by Air Control Techniques,
P.C. upon arrival of the monitor and prior to testing.
The temperature and pressure calibration checks are documented in Appendix E of this report
and were conducted using calibrated equipment. The temperature checks were conducted
with a K-type thermocouple and electronic hand-held readout.
Table 4-2. Quality Assurance Results
Parameter
Cyclonic
flow,
degrees
Isokinetics,
(%)
Cyclone I
D50,
Micrometers
Cyclone IV
D50,
Micrometer
s
Pre-leak
check,
DSCFM
With
Cyclone
Post-leak
check,
DSCFM
Without
Cyclones
Average
Stack
Temp,
Degrees
°F
Requirement
<20°
80-120
9.0-11.0
2.25-2.75
<0.02
<0.02
N/A
WF-T-In-Pre4-1
1.0
104.0
10.91
2.30
0.000
0.000
38.3
WF-T-In-Pre4-2
1.0
105.0
10.86
2.30
0.008
0.000
40.5
WF-T-In-Pre4-3
1.0
98.4
11.16
2.39
0.001
0.000
33.5
WF-T-Out-Pre4-l
5.3
77.1
11.68
2.58
0.000
0.000
42.0
WF-T-Out-Pre4-2
5.3
86.8
10.73
2.26
0.000
0.000
50.7
WF-T-Out-Pre4-3
5.3
84.0
10.80
2.27
0.000
0.000
34.7
WF-C-In-Pre4-1
2.3
118.4
10.77
2.27
0.007
0.002
46.8
WF-C-In-Pre4-2
2.3
110.8
10.94
2.33
0.002
0.001
46.2
WF-C-In-Pre4-3
2.3
110.2
10.91
2.33
0.000
0.000
54.2
WF-C-Out-Pre4-l
5.3
87.4
10.82
2.28
0.000
0.000
49.0
WF-C-Out-Pre4-2
5.3
105.4
10.96
2.34
0.001
0.000
46.0
WF-C-Out-Pre4-3
5.3
91.2
11.03
2.38
0.002
0.000
54.7
ST-C-Pre4-1
1.0
101.0
10.52
2.21
0.000
0.000
63.8
ST-C-Pre4-2
1.0
100.4
10.66
2.25
0.000
0.000
66.3
ST-C-Pre4-3
1.0
99.2
10.68
2.25
0.000
0.000
66.5
TV-T-Pre4-l
6.8
104.8
10.83
2.30
0.003
0.000
37.7
TV-T-Pre4-2
6.8
105.4
10.90
2.33
0.000
0.004
38.5
TV T-Pre4-3
6.8
104.2
10.84
2.34
0.003
0.000
56.7
CS-T-IN-Pre4-l
2.2
119.6
10.66
2.26
0.000
0.000
67.5
CS-T-IN-Pre4-2
2.2
119.1
10.82
2.32
0.000
0.000
72.2
CS-T-IN-Pre4-3
2.2
119.5
10.75
2.29
0.000
0.000
67.3
RMC-C-IN-Pre4-1
3.3
111.0
10.64
2.24
0.001
0.001
71.2
RMC-C-IN-Pre4-2
3.3
109.6
10.78
2.30
0.000
0.000
75.8
RMC-C-IN-Pre4-3
3.3
109.8
10.64
2.25
0.000
0.000
71.8
Air Control Techniques, P.C.
53
-------
Ready Mixed Concrete Research Foundation
Emission Factor Testing Program
	Final Report
The extensive quality assurance protocol built into the TEOM instrument will cause alarms
and stop sampling if any parameters are out of specification. These data were scanned for any
monitoring problems that could potentially affect the adequacy of the observed PMi0
concentrations. No problems were detected. Air Control Techniques, P.C. believes that the
R&P TEOM monitor performed well throughout the test program.
4.4 Particulate Matter Distribution at Fabric Filter Outlet Duct
The distribution of PMi0 at the outlet duct of the RMC Carolina Materials Plant in Raleigh
was evaluated to confirm that the location of the TEOM provided representative PMio
particulate matter concentration data. The outlet of the duct was sampled using a MIE, Inc.
Nephelometer with a PMio cyclone separator. The outlet duct was divided into twelve
separate traverse points, and the nephelometer probe was positioned at each point for a total of
one minute. Six ten-second PMio concentration values were averaged to determine the PMio
concentration at the traverse point. A total of three separate nephelometer runs were
completed. The results of the nephelometer test runs are summarized in Table 4-3.
Table 4-3. Nephelometer Quality Assurance Test, RMC Carolina Materials,
Fabric Filter Outlet Test #3, May 20, 2004

Nephelometer Test Run
Average
1
2
3
Time
9:02-9:12
9:14-9:26
9:40-9:52
NA
TEOM PMio, |-ig/M3
89.5
85.6
89.9
88.3
Nephelometer PMi0, |_ig/M3
83.1
84.2
85.8
84.4
Nephelometer PM10, St. Dev. |_ig/M3
6.2
7.6
11.0
8.3
Nephelometer Sampling Points
12
12
12
12
The nephelometer data confirmed that the distribution of PMio across the outlet duct was very
uniform.
Air Control Techniques, P.C.
54
-------
Ready Mixed Concrete Research Foundation
Emission Factor Testing Program
	Final Report
5.0 TEST PARTICIPANTS AND OBSERVERS
The RMC Research Foundation Project Manager for this testing project is Mr. Edward R.
Herbert, III. The Air Control Techniques, P.C. project manager is Mr. John Richards, Ph.D.,
P.E. Mr. Todd Brozell, P.E. supervised the design of the sampling array and the on-site
testing programs. Addresses and phone numbers of these individuals are provided below.
Mr. Edward R. Herbert, III
Director of Environmental Affairs
National Ready Mixed Concrete Association
900 Spring Street
Silver Spring, Maryland 20910
Tel: (240) 485-1154
eherbert@nrmca.org
Mr. John Richards, Ph.D., P.E.
Mr. Todd Brozell, P.E.
Air Control Techniques, P.C.
301 E. Durham Road
Cary, North Carolina, 27513
Tel: (919)460-7811 Fax: (919) 460-7897
i ohn. ri chards@aircontroltechni que s. com
todd.brozell@aircontroltechniques.com
Dr. John Richards was responsible for project management and coordination with NRMCA.
Mr. Todd Brozell, P.E. assisted Dr. Richards in project management and test program
coordination. Mr. Danny Speer, Mr. Steve Helms and Mr. Dennis Holzschuh assisted Mr.
Brozell on-site.
Element One, Inc performed the particulate sample analyses. The project manager for this
laboratory is listed below.
Mr. Bruce Hawks
President
Element One, Inc.
5022-C Wrightsville Av.
Wilmington, North Carolina 28403
Tel: (910) 793-0128 Fax 910-792-6853
E1 lab@hotmail .com
Mr. Mike Aldridge representing the North Carolina Department Environmental Health and
Natural Resources, and Mr. Larry Spence representing the Ready Mixed Concrete Company
observed portions of the testing at RMCC.
Air Control Techniques, P.C.
55
-------
APPENDIX A
PM10 TEOM DATA
-------
APPENDIX A1
RMCC TRUCK MIX
PM10TEOM DATA
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
8-Dec-03
9:01:00
57.9
0.1
1.002
8-Dec-03
9:01:20
56.6
0.2
1.002
8-Dec-03
9:01:40
56.8
0.2
1.002
8-Dec-03
9:02:00
54.8
0.2
1.002
8-Dec-03
9:02:20
52.2
0.2
1.002
8-Dec-03
9:02:40
51.4
0.2
1.002
8-Dec-03
9:03:00
53.5
0.2
1.002
8-Dec-03
9:03:20
54.1
0.3
1.002
8-Dec-03
9:03:40
53.6
0.3
1.002
8-Dec-03
9:04:00
50.1
0.3
1.002
8-Dec-03
9:04:20
48
0.3
1.002
8-Dec-03
9:04:40
47.9
0.3
1.002
8-Dec-03
9:05:00
46.7
0.3
1.002
8-Dec-03
9:05:20
44.3
0.4
1.002
8-Dec-03
9:05:40
42.2
0.4
1.002
8-Dec-03
9:06:00
40.6
0.4
1.002
8-Dec-03
9:06:20
39.7
0.4
1.002
8-Dec-03
9:06:40
38.2
0.5
1.002
8-Dec-03
9:07:00
38.9
0.5
1.002
8-Dec-03
9:07:20
37.1
0.5
1.002
8-Dec-03
9:07:40
35.8
0.5
1.002
8-Dec-03
9:08:00
35.2
0.5
1.002
8-Dec-03
9:08:20
34.9
0.5
1.002
8-Dec-03
9:08:40
33.1
0.6
1.002
8-Dec-03
9:09:00
33.3
0.6
1.002
8-Dec-03
9:09:20
31.2
0.6
1.002
8-Dec-03
9:09:40
32.7
0.6
1.002
8-Dec-03
9:10:00
33
0.6
1.002
8-Dec-03
9:10:20
33.1
0.6
1.002
8-Dec-03
9:10:40
29.7
0.6
1.002
8-Dec-03
9:11:00
28.1
0.6
1.002
8-Dec-03
9:11:20
29.8
0.6
1.002
8-Dec-03
9:11:40
29.3
0.6
1.002
8-Dec-03
9:12:00
29.6
0.6
1.002
8-Dec-03
9:12:20
29.6
0.6
1.002
8-Dec-03
9:12:40
29.8
0.6
1.002
8-Dec-03
9:13:00
33
0.6
1.002
8-Dec-G3
9:13:20
36.7
0.6
1.002
8-Dec-03
9:13:40
37.5
0.7
1.002
8-Dec-03
9:14:00
38.6
0.7
1.002
8-Dec-03
9:14:20
38.5
0.7
1.002
8-Dec-03
9:14:40
36.7
0.7
1.002
8-Dec-03
9:15:00
35.5
0.7
1.002
8-Dec-03
9:15:20
36.5
0.7
1.002
8-Dec-03
9:15:40
37.1
0.7
1.002
8-Dec-03
9:16:00
36.6
0.7
1.002
8-Dec-03
9:16:20
36
0.7
1.002
8-Dec-03
9:16:40
35.9
0.7
1.002
8-Dec-03
9:17:00
34.6
0.8
1.002
8-Dec-03
9:17:20
33.8
0.8
1.002
START
Run 1
RMCC Truck Mix TEOM Runs 1,2,3
3
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
8-Dec-03
9:17:40
33.8
0.8
1.002
8-Dec-03
9:18:00
33.1
0.8
1.002
8-Dec-03
9:18:20
34.6
0.8
1.002
8-Dec-03
9:18:40
31.7
0.8
1.002
8-Dec-03
9:19:00
30.5
0.8
1.002
8-Dec-03
9:19:20
30.3
0.8
1.002
8-Dec-03
9:19:40
30.8
0.9
1.002
8-Dec-03
9:20:00
31.5
0.9
1.002
8-Dec-03
9:20:20
31.2
0.9
1.002
8-Dec-03
9:20:40
33.1
0.9
1.002
8-Dec-03
9:21:00
31.4
0.9
1.002
8-Dec-03
9:21:20
30.4
0.9
1.002
8-Dec-03
9:21:40
29.2
0.9
1.002
8-Dec-03
9:22:00
29.7
0.9
1.002
8-Dec-03
9:22:20
26.9
0.9
1.002
8-Dec-03
9:22:40
24.9
1
1.002
8-Dec-03
9:23:00
22.9
1
1.002
8-Dec-03
9:23:20
22.6
1
1.002
8-Dec-03
9:23:40
21,7
1
1.002
8-Dec-03
9:24:00
22
1
1.002
8-Dec-03
9:24:20
23.1
1.1
1.002
8-Dec-03
9:24:40
22.4
1.1
1.002
8-Dec-03
9:25:00
24
1.1
1.002
8-Dec-03
9:25:20
24.9
1.1
1.002
8-Dec-03
9:25:40
22.7
1.2
1.002
8-Dec-03
9:26:00
22
1.2
1.002
8-Dec-03
9:26:20
19.2
1.2
1.002
8-Dec-03
9:26:40
18
1.2
1.002
8-Dec-03
9:27:00
20.1
1.3
1.002
8-Dec-03
9:27:20
22
1.3
1.002
8-Dec-03
9:27:40
23.9
1.3
1.002
8-Dec-03
9:28:00
26
1.3
1.002
8-Dec-03
9:28:20
27.4
1.3
1.002
8-Dec-03
9:28:40
26.8
1.3
1.002
8-Dec-03
9:29:00
25.7
1.4
1.002
8-Dec-03
9:29:20
24.1
1.4
1.002
8-Dec-03
9:29:40
23.4
1.4
1.002
8-Dec-03
9:30:00
22.7
1.4
1.002
8-Dec-03
9:30:20
22.4
1.4
1.002
8-Dec-03
9:30:40
21.3
1.4
1.002
8-Dec-03
9:31:00
19.4
1.4
1.002
8-Dec-03
9:31:20
17.1
1.4
1.002
8-Dec-03
9:31:40
15.4
1.5
1.002
8-Dec-03
9:32:00
15.4
1.5
1.002
8-Dec-03
9:32:20
15.5
1.5
1.002
8-Dec-03
9:32:40
14.5
1.5
1.002
8-Dec-03
9:33:00
14.3
1.5
1.002
8-Dec-03
9:33:20
13.3
1.5
1.002
8-Dec-03
9:33:40
14.8
1.5
1.002
8-Dec-03
9:34:00
16.1
1.5
1.002
RMCC Truck Mix TEOM Runs 1,2,3
* *
4
-------
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Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Aim.
8-Dec-03
10:07:40
6.3
3.6
1.002
8-Dec-03
10:08:00
8.3
3.6
1.002
8-Dec-03
10:08:20
9
3.6
1.002
8-Dec-03
10:08:40
10.7
3.6
1.002
8-Dec-03
10:09:00
13.3
3.7
1.002
8-Dec-03
10:09:20
15
3.7
1.002
8-Dec-03
10:09:40
15.5
3.7
1.002
8-Dec-03
10:10:00
17
3.7
1.002
8-Dec-03
10:10:20
17.7
3.7
1.002
8-Dec-03
10:10:40
20.5
3.8
1.002
8-Dec-03
10:11:00
17.9
3.8
1.002
8-Dec-03
10:11:20
17.9
3.8
1.002
8-Dec-03
10:11:40
16.7
3.8
1.002
8-Dec-03
10:12:00
18.9
3.9
1.002
8-Dec-03
10:12:20
19.5
3.9
1.002
8-Dec-03
10:12:40
19.8
3.9
1.002
8-Dec-03
10:13:00
19.7
3.9
1.002
8-Dec-03
10:13:20
20.4
4
1.002
8-Dec-03
10:13:40
20.4
4
1.002
8-Dec-03
10:14:00
19.9
4
1.002
8-Dec-03
10:14:20
20.6
4
1.002
8-Dec-03
10:14:40
20.2
4
1.002
8-Dec-03
10:15:00
20.3
4
1.002
8-Dec-03
10:15:20
20.6
4
1.002
8-Dec-03
10:15:40
19.8
4
1.002
8-Dec-03
10:16:00
20.6
4.1
1.002
8-Dec-03
10:16:20
19.1
4.1
1.002
8-Dec-03
10:16:40
18.4
4.1
1.002
8-Dec-03
10:17:00
17.6
4.2
1.002
8-Dec-03
10:17:20
20.8
4.2
1.002
8-Dec-03
10:17:40
22.6
4.2
1.002
8-Dec-03
10:18:00
25.2
4.2
1.002
8-Dec-03
10:18:20
26.3
4.2
1.002
8-Dec-03
10:18:40
29.1
4.2
1.002
8-Dec-03
10:19:00
31.8
4.2
1.002
8-Dec-03
10:19:20
33.1
4.2
1.002
8-Dec-03
10:19:40
34.7
4.3
1.002
8-Dec-03
10:20:00
35.4
4.3
1.002
8-Dec-03
10:20:20
33.8
4.3
1.002
8-Dec-03
10:20:40
33.6
4.3
1.002
8-Dec-03
10:21:00
32.9
4.3
1.002
8-Dec-03
10:21:20
31.7 ,
4.3
1.002
8-Dec-03
10:21:40
31.8
4.3
1.002
8-Dec-03
10:22:00
30.8
4.4
1.002
8-Dec-03
10:22:20
32.1
4.4
1.002
8-Dec-03
10:22:40
30.8
4.4
1.002
8-Dec-03
10:23:00
28.3
4.4
1.002
8-Dec-03
10:23:20
27.1
4.4
1.002
8-Dec-03
10:23:40
25.6
4.5
1.002
8-Dec-03
10:24:00
26
4.5
1.002
RMCC Truck Mix TEOM Runs 1,2.3	Page 5
n f\
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
8-Dec-03
10:24:20
27,1
4.5
1.002
8-Dec-03
10:24:40
30.1
4.5
1.002
8-Dec-03
10:25:00
29.1
4.6
1.002
8-Dec-03
10:25:20
27.3
4.6
1.002
8-Dec-03
10:25:40
28
4.6
1.002
8-Dec-03
10:26:00
26.6
4.7
1.002
8-Dec-03
10:26:20
24,9
4.7
1.002
8-Dec-03
10:26:40
25.6
4.8
1.002
8-Dec-03
10:27:00
26.4
4.8
1.002
8-Dec-03
10:27:20
25.8
4.9
1.002
8-Dec-03
10:27:40
23.5
4.9
1.002
8-Dec-03
10:28:00
22.7
5
1.002
8-Dec-03
10:28:20
20.7
5
1.002
8-Dec-03
10:28:40
21.6
5.1
1.002
8-Dec-03
10:29:00
21.9
5.1
1.002
8-Dec-03
10:29:20
21.5
5.2
1.002
8-Dec-03
10:29:40
22.8
5.2
1.002
8-Dec-03
10:30:00
25.9
5.2
1.002
8-Dec-03
10:30:20
26.4
5.3
1.002
8-Dec-03
10:30:40
27.4
5.3
1.002
8-Dec-03
10:31:00
27.6
5.3
1.002
8-Dec-03
10:31:20
26
5.4
1.002
8-Dec-03
10:31:40
24.9
5.4
1.002
8-Dec-03
10:32:00
25.3
5.4
1.002
8-Dec-03
10:32:20
24
5.5
1.002
8-Dec-03
10:32:40
23.6
5.5
1.002
8-Dec-03
10:33:00
24.5
5.6
1.002
8-Dec-03
10:33:20
23.2
5.6
1.002
8-Dec-03
10:33:40
23.9
5.6
1.002
8-Dec-03
10:34:00
24.1
5.7
1.002
8-Dec-Q3
10:34:20
22
5.7
1.002
8-Dec-03
10:34:40
20
5.7
1.002
8-Dec-03
10:35:00
23.9
5.7
1.002
8-Dec-03
10:35:20
30.3
5.8
1.002
8-Dec-03
10:35:40
36.7
5.8
1.002
8-Dec-03
10:36:00
42.2
5.9
1.002
8-Dec-03
10:36:20
47.1
5.9
1.002
8-Dec-03
10:36:40
52.2
5.9
1.002
8-Dec-03
10:37:00
63.1
6
1.002
8-Dec-03
10:37:20
76.2
6
1.002
8-Dec-03
10:37:40
84.5
6.1
1.002
8-Dec-03
10:38:00
91.8
6.1
1.002
8-Dec-03
10:38:20
96.2
6.2
1.002
8-Dec-03
10:38:40
100.6
6.2
1.002
8-Dec-03
10:39:00
105.5
6.3
1.002
8-Dec-03
10:39:20
108.2
6.3
1.002
8-Dec-03
10:39:40
110.8
6.4
1.002
8-Dec-03
10:40:00
113.8
6.4
1.002
8-Dec-03
10:40:20
117.7
6.4
1.002
8-Dec-03
10:40:40
121.5
6.5
1.002
RMCC Truck Mix TEOM Runs 1,2,3
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
8-Dee-03
10:41:00
121.9
6.5
1.002
8-Dec-03
10:41:20
122.3
6.6
1.002
8-Dec-03
10:41:40
121.2
6.6
1.002
8-Dec-03
10:42:00
121.1
6.6
1.002
8-Dec-03
10:42:20
118.6
6.6
1.002
8-Dec-03
10:42:40
116.6
6.7
1.002
8-Dec-03
10:43:00
115.3
6.7
1.002
8-D0C-O3
10:43:20
113.7
6.8
1.002
8-Dec-03
10:43:40
111.7
6.8
1.002
8-Dec-03
10:44:00
108.2
6.9
1.002
8-Dec-03
10:44:20
104.9
6.9
1.002
8-Dec-03
10:44:40
102.2
7
1.002
8-Dec-03
10:45:00
98.4
7
1.002
8-Dec-03
10:45:20
94.4
7
1.002
8-Dec-03
10:45:40
90.9
7
1.002
8-Dec-03
10:46:00
89.1
7.1
1.002
8-Dec-03
10:46:20
86.4
7.1
1.002
8-Dec-03
10:46:40
82.7
7.1
1.002
8-Dec-03
10:47:00
78.8
7.1
1.002
8-Dec-03
10:47:20
77.7
7.2
1.002
8-Dec-03
10:47:40
75.5
7.2
1.002
8-Dec-03
10:48:00
70.3
7.2
1.002
8-Dec-03
10:48:20
67.7
7.2
1.002
8-Dec-03
10:48:40
66.3
7.3
1.002
8-Dec-03
10:49:00
64.7
7.4
1.002
8-Dec-03
10:49:20
61.3
7.4
1.002
8-Dec-03
10:49:40
58.3
7.4
1.002
8-Dec-03
10:50:00
54.9
7.5
1.002
8-Dec-03
10:50:20
53.4
7.5
1.002
8-Dec-03
10:50:40
50.9
7.6
1.002
8-Dec-03
10:51:00
49.6
7.6
1.002
8-Dee-03
10:51:20
48.6
7.7
1.002
8-Dec-03
10:51:40
47.9
7.7
1.002
8-Dec-03
10:52:00
45.2
7.7
1.002
8-Dec-03
10:52:20
43.1
7.7
1.002
8-Dec-03
10:52:40
41.9
7.6
1.002
8-Dec-03
10:53:00
40.5
7.6
1.002
8-Dec-03
10:53:20
39.9
7.7
1.002
8-Dec-03
10:53:40
38.6
7.7
1.002
8-Dec-03
10:54:00
39.4
7.7
1.002
8-Dec-03
10:54:20
40.7
7.8
1.002
8-Dec-03
10:54:40
41.3
7.8
1.002
8-Dec-03
10:55:00
40.3
7.9
1.002
8-Dec-03
10:55:20
41
7.9
1.002
8-Dec-03
10:55:40
41
7.9
1.002
8-Dec-03
10:56:00
39.8
8
1.002
8-Dec-03
10:56:20
39.1
8
1.002
8-Dec-03
10:56:40
38.9
8.1
1.002
8-Dec-03
10:57:00
36.9
8.1
1.002
8-Dec-03
10:57:20
35.4
8.1
1.002
RMCC Truck Mix TEOM Runs 1,2,3
9
-------
Dstp
Tlmfi
PM10 Mass
Amb Temp,
Amb Pres,
uoic
1 IllltS
Cone. Ug/mA3
Deg. C
Atm.
8-Dec-03
10:57:40
33
8.2
1.002
8-Dec-03
10:58:00
32.5
8.2
1.002
8-Dec-03
10:58:20
31.2
8.3
1.002
8-Dec-03
10:58:40
30.4
8.3
1.002
8-Dec-03
10:59:00
30.1
8.4
1.002
8-Dec-03
10:59:20
32.9
8.4
1.002
8-Dec-03
10:59:40
34.6
8.4
1.002
8-Dec-03
11:00:00
36.8
8.4
1.002
8-Dec-03
11:00:20
38.2
8.5
1.002
8-Dec-03
11:00:40
40.4
8.5
1.002
8-Dec-03
11:01:00
44.3
8.5
1.002
8-Dec-03
11:01:20
49.3
8.5
1.002
8-Dec-03
11:01:40
51.8
8.6
1.002
8-Dec-03
11:02:00
54
8.6
1.002
8-Dec-03
11:02:20
56.1
8.6
1.002
8-Dec-03
11:02:40
57.7
8.6
1.002
8-Dec-03
11:03:00
57.5
8.6
1.002
8-Dec-03
11:03:20
58.9
8.6
1.002
8-Dec-03
11:03:40
60.6
8.6
1.002
8-Dec-03
11:04:00
61.5
8.5
1.002
8-Dec-03
11:04:20
61.7
8.5
1.002
8-Dec-03
11:04:40
60.3
8.5
1.002
8-Dec-03
11:05:00
59
8.5
1.002
8-Dec-03
11:05:20
57.3
8.4
1.002
8-Dec-03
11:05:40
56.5
8.4
1.002
8-Dec-03
11:06:00
55.8
8.4
1.002
8-Dec-03
11:06:20
53.9
8.4
1.002
8-Dec-03
11:06:40
53.2
8.4
1.002
8-Dec-03
11:07:00
52.9
8.5
1.002
8-Dec-03
11:07:20
56.4
8.4
1.002
8-Dec-03
11:07:40
65.1
8.4
1.002
8-Dec-03
11:08:00
75.5
8.4
1.002
8-Dec-03
11:08:20
82.8
8.4
1.002
8-Dec-03
11:08:40
90.4
8.4
1.002
8-Dec-03
11:09:00
95.2
8.4
1.002
8-Dec-03
11:09:20
98.6
8.5
1.002
8-Dec-03
11:09:40
99.5
8.4
1.002
8-Dec-03
11:10:00
99.2
8.4
1.002
8-Dec-03
11:10:20
100.3
8.4
1.002
8-Dec-03
11:10:40
100.6
8.4
1.002
8-Dec-03
11:11:00
101.4
8.4
1.002
8-Dec-03
11:11:20
99.1
8.4
1.002
8-Dec-03
11:11:40
96.9
8.4
1.002
8-Dec-03
11:12:00
94.8
8.4
1.002


36.0


8-Dec-03
12:14:00
22.2
9.4
1.001
8-Dec-03
12:14:20
23.4
9.4
1.001
Stop Run1
Average
Start Run 2
RMCC Truck Mix TEOM Runs 1,2,3
10
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Date
Time
PM10 Mass
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Cone. Ug/mA3
Deg. C
Atm.
8-Dec-03
12:31:20
311.7
9.4
1
8-Dec-03
12:31:40
299.5
9.4
1
8-Dec-03
12:32:00
286.6
9.4
1
8-Dec-03
12:32:20
274.5
9.4
1
8-Dec-03
12:32:40
264.7
9.4
1
8-Dec-03
12:33:00
256.3
9.4
1
8-Dec-03
12:33:20
245.6
9.4
1
8-Dec-03
12:33:40
236.4
9.4
1
8-Dec-03
12:34:00
231.9
9.3
1
8-Dec-03
12:34:20
235.3
9.3
1
8-Dec-03
12:34:40
238.1
9.3
1
8-Dec-03
12:35:00
239
9.2
1
8-Dec-03
12:35:20
235.8
9.2
1
8-Dec-03
12:35:40
235.4
9.2
1
8-Dec-03
12:36:00
231.7
9.3
1
8-Dec-03
12:36:20
226.2
9.2
1
8-Dec-03
12:36:40
221.8
9.2
1
8-Dec-03
12:37:00
216
9.2
1
8-Dec-03
12:37:20
210.7
9.2
1
8-Dec-03
12:37:40
205
9.3
1
8-Dec-03
12:38:00
199.6
9.3
1
8-Dec-03
12:38:20
192.7
9.3
1
8-Dec-03
12:38:40
185.1
9.2
1
8-Dec-03
12:39:00
176.7
9.2
1
8-Dec-03
12:39:20
169.1
9.2
1
8-Dec-03
12:39:40
162.7
9.2
1
8-Dec-03
12:40:00
155
9.1
1
8-Dec-03
12:40:20
147.5
9.1
1
8-Dec-03
12:40:40
141
9.1
1
8-Dec-03
12:41:00
133
9.1
1
8-Dec-03
12:41:20
127.5
9.1
1
8-Dec-03
12:41:40
122.3
9.1
1
8-Dec-03
12:42:00
117.7
9.1
1
8-Dec-03
12:42:20
111.6
9.1
1
8-Dec-03
12:42:40
106.8
9.1
1
8-Dec-03
12:43:00
101.2
9.1
1
8-Dec-03
12:43:20
98.5
9.1
1
8-Dec-03
12:43:40
94
9.1
1
8-Dec-03
12:44:00
90.6
9.1
1
8-Dec-03
12:44:20
87.4
9.1
1
8-Dec-03
12:44:40
84.6
9.1
1
8-Dec-03
12:45:00
82.5
9.1
1
8-Dec-03
12:45:20
79.1
9.2
1
8-Dec-03
12:45:40
82.1
9.1
1
8-Dec-03
12:46:00
97.1
9.1
1
8-Dec-03
12:46:20
119.5
9.1
1
8-Dec-03
12:46:40
138.4
9.1
1
8-Dec-03
12:47:00
154
9.1
1
8-Dec-03
12:47:20
163.6
9.1
1
8-Dec-03
12:47:40
172
9.1
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RMCC Truck Mix TEOM Runs 1,2,3
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Date
Time
PM10 Mass
Cone. Ug/mA3
Amb Temp,
Deg. C
8-Dec-03
13:04:40
73.2
9.1
8-Dec-03
13:05:00
68.7
9.1
8-Dec-03
13:05:20
65.2
9.1
8-Dec-03
13:05:40
62.7
9.2
8-Dec-03
13:06:00
61.2
9.2
8-Dec-03
13:06:20
60.8
9.2
8-Dec-03
13:06:40
58.2
9.2
8-Dec-03
13:07:00
54.3
9.2
8-Dec-03
13:07:20
50.7
9.2
8-Dec-03
13:07:40
48.9
9.3
8-Dec-03
13:08:00
47.8
9.3
8-Dec-03
13:08:20
45.1
9.3
8-Dec-03
13:08:40
43.9
9.3
8-Dec-03
13:09:00
41.5
9.3
8-Dec-03
13:09:20
38.9
9.3
8-Dec-03
13:09:40
39.1
9.3
8-Dec-03
13:10:00
38.7
9.3
8-Dec-03
13:10:20
36.1
9.4
8-Dec-03
13:10:40
35.3
9.4
8-Dec-03
13:11:00
36.1
9.4
8-Dec-03
13:11:20
35.1
9.4
8-Dec-03
13:11:40
34.5
9.4
8-Dec-03
13:12:00
32.8
9.4
8-Dec-03
13:12:20
32.3
9.4
8-Dec-03
13:12:40
32.2
9.4
8-Dec-03
13:13:00
32.1
9.4
8-Dec-03
13:13:20
31.4
9.4
8-Dec-03
13:13:40
29.4
9.4
8-Dec-03
13:14:00
30.3
9.4
8-Dec-03
13:14:20
30.9
9.4
8-Dec-03
13:14:40
29.6
9.4
8-Dec-03
13:15:00
28.8
9.4
8-Dec-03
13:15:20
28.4
9.4
8-Dec-03
13:15:40
28.4
9.4
8-Dec-03
13:16:00
27.5
9.5
8-Dec-03
13:16:20
28.1
9.5
8-Dec-03
13:16:40
26.4
9.5
8-Dec-03
13:17:00
25.8
9.5
8-Dec-Q3
13:17:20
24.3
9.5
8-Dec-03
13:17:40
24.7
9.5
8-Dec-03
13:18:00
23.9
9.5
8-Dec-03
13:18:20
23.5
9.5
8-Dec-03
13:18:40
24.2
9.4
8-Dec-03
13:19:00
24.8
9.4
8-Dec-03
13:19:20
23.2
9.4
8-Dec-03
13:19:40
22.5
9.3
8-Dec-03
13:20:00
22.2
9.3
8-Dec-03
13:20:20
21.9
9.3
8-Dec-03
13:20:40
23.6
9.3
8-Dec-03
13:21:00
24.8
9.2
Amb Pres,
Atm.
1
RMCC Truck Mix TEOM Runs 1,2,3
14
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
8-Dec-03
13:21:20
25.4
9.2
1
8-Dec-03
13:21:40
26.1
9.2
1
8-Dec-03
13:22:00
26.9
9.2
1
8-Dec-03
13:22:20
28
9.2
1
8-Dec-03
13:22:40
28.9
9.2
1
8-Dec-03
13:23:00
28.5
9.2
1
8-Dec-03
13:23:20
28.9
9.2
1
8-Dec-03
13:23:40
28.2
9.2
1
8-Dec-03
13:24:00
27.7
9.2
1
8-Dec-03
13:24:20
27.6
9.2
1
8-Dec-03
13:24:40
27.6
9.2
1
8-Dec-03
13:25:00
26.6
9.2
1
8-Dec-03
13:25:20
26.4
9.2
1
8-Dec-03
13:25:40
23.8
9.3
1
8-Dec-03
13:26:00
23.6
9.2
1
8-Dec-03
13:26:20
22.9
9.3
1
8-Dec-03
13:26:40
23.3
9.2
1
8-Dec-03
13:27:00
24
9.2
1
8-Dec-03
13:27:20
23.7
9.3
1
8-Dec-03
13:27:40
22.5
9.3
1
8-Dec-03
13:28:00
22.8
9.3
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8-Dec-03
13:28:20
22.6
9.3
1
8-Dec-03
13:28:40
21.7
9.3
1
8-Dec-03
13:29:00
20.7
9.3
1
8-Dec-03
13:29:20
20.2
9.3
1
8-Dec-03
13:29:40
19.7
9.3
1
8-Dec-03
13:30:00
21.2
9.3
1
8-Dec-03
13:30:20
21.5
9.3
1
8-Dec-03
13:30:40
22.3
9.3
1
8-Dec-03
13:31:00
21.9
9.3
1
8-Dec-03
13:31:20
22.3
9.3
1
8-Dec-03
13:31:40
21.7
9.3
1
8-Dec-03
13:32:00
20.3
9.3
1
8-Dec-03
13:32:20
20.6
9.3
1
8-Dec-03
13:32:40
21.2
9.4
1
8-Dec-03
13:33:00
21.4
9.4
1
8-Dec-03
13:33:20
21.2
9.4
1
8-Dec-03
13:33:40
21.2
9.4
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8-Dec-03
13:34:00
20.8
9.4
0.999
8-Dec-03
13:34:20
21
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0.999
8-Dec-03
13:34:40
20.9
9.4
0.999
8-Dec-03
13:35:00
20.3
9.3
0.999
8-Dec-03
13:35:20
21.2
9.3
0.999
8-Dec-03
13:35:40
20
9.3
0.999
8-Dec-03
13:36:00
19
9.3
0.999
8-Dec-03
13:36:20
19.2
9.3
0.999
8-Dec-03
13:36:40
18.5
9.3
0.999
8-Dec-03
13:37:00
17.9
9.3
0.999
8-Dec-03
13:37:20
17.5
9.3
0.999
8-Dec-03
13:37:40
16
9.3
0.999
RMCC Truck Mix TEOM Runs 1,2,3	Page 13
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
8-Dec-03
13:38:00
15.3
9.3
0.999
8-Dec-03
13:38:20
15.5
9.3
0.999
8-Dec-03
13:38:40
16.2
9.3
0.999
8-Dec-03
13:39:00
15.1
9.3
0.999
8-Dec-03
13:39:20
15.7
9.3
0.999
8-Dec-03
13:39:40
15.5
9.3
0.999
8-Dec-03
13:40:00
17.4
9.3
0.999
8-Dec-03
13:40:20
19
9.3
0.999
8-Dec-03
13:40:40
17.9
9.3
0.999
8-Dec-03
13:41:00
16.2
9.4
0.999
8-Dec-03
13:41:20
16.1
9.4
0.999
8-Dec-03
13:41:40
15.1
9.4
0.999
8-Dec-03
13:42:00
16.2
9.4
0.999
8-Dec-03
13:42:20
16.6
9.4
0.999
8-Dec-03
13:42:40
17.2
9.4
0.999
8-Dec-03
13:43:00
16.1
9.4
0.999
8-Dec-03
13:43:20
16.8
9.4
0.999
8-Dec-03
13:43:40
16.7
9.4
0.999
8-Dec-03
13:44:00
16.7
9.4
0.999
8-Dec-03
13:44:20
18.2
9.4
0.999
8-Dec-03
13:44:40
17.6
9.4
0.999
8-Dec-03
13:45:00
18.7
9.4
0.999
8-Dec-03
13:45:20
19.6
9.4
0.999
8-Dec-03
13:45:40
23.4
9.4
0.999
8-Dec-03
13:46:00
30.3
9.4
0.999
8-Dec-03
13:46:20
37.3
9.4
0.999
8-Dec-03
13:46:40
43.4
9.5
0.999
8-Dec-03
13:47:00
48.1
9.5
0.999
8-Dec-03
13:47:20
51.7
9.5
0.999
8-Dec-03
13:47:40
54.8
9.5
0.999
8-Dec-03
13:48:00
57.5
9.5
0.999
8-Dec-03
13:48:20
58.3
9.6
0.999
8-Dec-03
13:48:40
60.9
9.5
0.999
8-Dec-03
13:49:00
61.7
9.5
0.999
8-Dec-03
13:49:20
61.2
9.5
0.999
8-Dec-03
13:49:40
61.8
9.5
0.999
8-Dec-03
13:50:00
61.1
9.5
0.999
8-Dec-03
13:50:20
59.7
9.5
0.999
8-Dec-03
13:50:40
58.7
9.5
0.999
8-Dec-03
13:51:00
57.7
9.6
0.999
8-Dec-03
13:51:20
56.2
9.6
0.999
8-Dec-03
13:51:40
54.7
9.6
0.999
8-Dec-03
13:52:00
53.2
9.6
0.999
8-Dec-03
13:52:20
52.7
9.6
0.999
8-Dec-03
13:52:40
53.2
9.6
0.999
8-Dec-03
13:53:00
52.5
9.6
0.999
8-Dec-03
13:53:20
51.1
9.7
0.999
8-Dec-03
13:53:40
48.8
9.7
0.999
8-Dec-03
13:54:00
47.6
9.7
0.999
8-Dec-03
13:54:20
46.9
9.7
0.999
RMCC Truck Mix TEOM Runs 1,2,3
16
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
8-Dec-03
13:54:40
45.8
9.7
0.999
8-Dec-03
13:55:00
46.2
9.7
0.999
8-Dec-03
13:55:20
45.8
9.7
0.999
8-Dec-03
13:55:40
44.5
9.6
0.999
8-Dec-03
13:56:00
42.8
9.6
0.999
8-Dec-03
13:56:20
42.6
9.6
0.999
8-Dec-03
13:56:40
43.7
9.7
0.999
8-Dec-03
13:57:00
43.4
9.7
0.999
8-Dec-03
13:57:20
42.6
9.7
0.999
8-Dec-03
13:57:40
40.8
9.7
0.999
8-Dec-03
13:58:00
42.6
9.7
0.999
8-Dec-03
13:58:20
46.3
9.8
0.999
8-D©c-03
13:58:40
50.5
9.8
0.999
8-Dec-03
13:59:00
54.8
9.7
0.999
8-Dee-03
13:59:20
56.9
9.8
0.999
8-Dec-03
13:59:40
59.2
9.8
0.999
8-Dec-03
14:00:00
59.6
9.8
0.999
8-Dec-03
14:00:20
60.7
9.8
0.999
8-Dec-03
14:00:40
61.5
9.8
0.999
8-Dec-03
14:01:00
62.3
9.8
0.999
8-Dec-03
14:01:20
60.4
9.8
0.999
8-Dec-03
14:01:40
59.6
9.8
0.999
8-Dec-03
14:02:00
58.5
9.8
0.999
8-Dec-03
14:02:20
57.6
9.8
0.999
8-Dec-03
14:02:40
55.6
9.8
0.999
8-Dec-03
14:03:00
54.8
9.8
0.999
8-Dec-03
14:03:20
54.1
9.8
0.999
8-Dec-03
14:03:40
53.3
9.8
0.999
8-Dec-03
14:04:00
54.6
9.8
0.999
8-Dec-03
14:04:20
54.1
9.8
0.999
8-Dec-03
14:04:40
54.7
9.8
0.999
8-Dec-03
14:05:00
53.5
9.8
0.999
8-Dec-03
14:05:20
54.7
9.8
0.999
8-Dec-03
14:05:40
56
9.8
0.999
8-Dec-03
14:06:00
56.2
9.8
0.999
8-Dec-03
14:06:20
56.2
9.9
0.999
8-Dec-03
14:06:40
55.9
9.9
0.999
8-Dec-03
14:07:00
54.9
9.9
0.999
8-Dec-03
14:07:20
55
9.9
0.999
8-Dec-03
14:07:40
55.6
9.9
0.999
8-Dec-03
14:08:00
56.5
9.8
0.999
8-Dec-03
14:08:20
57.8
9.8
0.999
8-Dec-03
14:08:40
58.5
9.9
0.999
8-Dec-03
14:09:00
58.4
9.8
0.999
8-Dec-03
14:09:20
58
9.9
0.999
8-Dec-03
14:09:40
57.4
9.8
0.999
8-Dec-03
14:10:00
57.9
9.9
0.999
8-Dec-03
14:10:20
58.4
9.9
0.999
8-Dec-03
14:10:40
59.3
9.9
0.999
8-Dec-03
14:11:00
60.4
9.9
0.999
RMCC Truck Mix TEOM Runs 1,2,3
17
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
8-Dec-03
14:11:20
61
9.9
0.999
8-Dec-03
14:11:40
60.8
9.9
0.999
8-Dec-03
14:12:00
60.9
9.9
0.999
8-Dec-03
14:12:20
60.5
9.9
0.999
8-Dec-03
14:12:40
60.5
9.9
0.999
8-Dec-03
14:13:00
59.9
9.9
0.999
8-Dec-03
14:13:20
58.5
9.9
0.999
8-Dec-03
14:13:40
57.7
9.9
0.999
8-Dec-03
14:14:00
57.1
130.5
78.4
9.8
0.999
Date
Time
Mass Cone
Amb Temp
Amb Pres
9-Dec-03
7:53:00
0
-1.6
1.002
9-Dec-03
7:53:20
0
-1.6
1.002
9-Dec-03
7:53:40
0
-1.6
1.002
9-Dec-03
7:54:00
0
-1.6
1.002
9-Dec-03
7:54:20
0
-1.6
1.002
9-Dec-03
7:54:40
0
-1.6
1.002
9-Dec-03
7:55:00
0
-1.6
1.002
9-Dec-03
7:55:20
0
-1.6
1.002
9-Dec-03
7:55:40
0
-1.6
1.002
9-Dec-03
7:56:00
0
-1.6
1.002
9-Dec-03
7:56:20
0
-1.6
1.002
9-Dec-03
7:56:40
0
-1.6
1.002
9-Dec-03
7:57:00
13.6
-1.6
1.002
9-Dec-03
7:57:20
15.2
-1.6
1.002
9-Dec-03
7:57:40
15.3
-1.5
1.002
9-Dec-03
7:58:00
15.7
-1.5
1.002
9-Dec-03
7:58:20
18.4
-1.5
1.002
9-Dec-03
7:58:40
19.1
-1.5
1.002
9-Dec-03
7:59:00
21.1
-1.5
1.002
9-Dec-03
7:59:20
22.7
-1.5
1.002
9-Dec-03
7:59:40
24
-1.5
1.002
9-Dec-03
8:00:00
27
-1.5
1.002
9-Dec-03
8:00:20
29.9
-1.5
1.002
9-Dec-03
8:00:40
31.5
-1.4
1.002
9-Dec-03
8:01:00
31.5
-1.5
1.002
9-Dec-03
8:01:20
33.1
-1.4
1.002
9-Dec-03
8:01:40
34.6
-1.4
1.002
9-Dec-03
8:02:00
35.2
-1.4
1.002
9-Dec-03
8:02:20
36.5
-1.4
1.002
9-Dec-03
8:02:40
37.4
-1.4
1.002
9-Dec-03
8:03:00
40
-1.4
1.002
9-Dec-03
8:03:20
41.8
-1.4
1.002
9-Dec-03
8:03:40
43
-1.4
1.002
9-Dec-03
8:04:00
44.1
-1.4
1.002
9-Dec-03
8:04:20
44.7
-1.4
1.002
9-Dec-03
8:04:40
45.4
-1.4
1.002
Stop Run 2
Average
After 1230
Start Run #3
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
9-Dec-03
8:05:00
46.5
-1.4
1.002
9-Dec-03
8:05:20
47.1
-1.4
1.002
9-Dec-03
8:05:40
46
-1.4
1.002
9-Dec-03
8:06:00
46.5
-1.4
1.002
9-Dec-03
8:06:20
46.7
-1.3
1.002
9-Dec-03
8:06:40
47.3
-1.3
1.002
9-Dec-03
8:07:00
46.9
-1.3
1.002
9-Dec-03
8:07:20
46.7
-1.3
1.002
9-Dec-03
8:07:40
46.4
-1.3
1.002
9-Dec-03
8:08:00
45.1
-1.2
1.002
9-Dee-Q3
8:08:20
45.8
-1.2
1.002
9-Dec-03
8:08:40
45.5
-1.2
1.002
9-Dec-03
8:09:00
45.4
-1.2
1.002
9-Dec-03
8:09:20
45
-1.2
1.002
9-Dec-03
8:09:40
44
-1.2
1.002
9-Dec-03
8:10:00
45
-1.1
1.002
9-Dec-03
8:10:20
47.6
-1.1
1.002
9-Dec-03
8:10:40
51
-1.1
1.002
9-Dec-03
8:11:00
55.2
-1.1
1.002
9-Dec-03
8:11:20
57.4
-1.1
1.002
9-Dec-03
8:11:40
59
-1.1
1.002
9-Dec-03
8:12:00
59
-1.1
1.002
9-Dec-03
8:12:20
60.6
-1.1
1.002
9-Dec-03
8:12:40
62.4
-1.1
1.002
9-Dec-03
8:13:00
62.7
-1
1.002
9-Dec-Q3
8:13:20
63
-1
1.002
9-Dec-03
8:13:40
63.2
-1
1.002
9-Dec-03
8:14:00
62.7
-1
1.002
9-Dec-03
8:14:20
61.5
-1
1.002
9-Dec-03
8:14:40
61.7
-0.9
1.002
9-Dec-03
8:15:00
61.6
-0.9
1.002
9-Dec-03
8:15:20
61.5
-0.9
1.002
9-Dec-03
8:15:40
62.4
-0.9
1.002
9-Dec-03
8:16:00
61
-0.9
1.002
9-Dec-03
8:16:20
58.7
-0.8
1.002
9-Dee-03
8:16:40
58.1
-0.8
1.002
9-Dec-03
8:17:00
56.7
-0.8
1.002
9-Dec-03
8:17:20
58.1
-0.8
1.002
9-Dec-03
8:17:40
57.8
-0.7
1.002
9-Dec-03
8:18:00
58.4
-0.7
1.002
9-Dec-03
8:18:20
59.5
-0.7
1.002
9-Dec-03
8:18:40
59.1
-0.7
1.002
9-Dec-03
8:19:00
59
-0.7
1.002
9-Dec-03
8:19:20
57.3
-0.6
1.002
9-Dec-03
8:19:40
57
-0.6
1.002
9-Dec-Q3
8:20:00
56.6
-0.6
1.002
9-Dec-03
8:20:20
57.2
-0.6
1.002
9-Dec-03
8:20:40
55.2
-0.6
1.002
9-Dec-03
8:21:00
53.7
-0.6
1.002
9-Dec-03
8:21:20
52.9
-0.5
1.002
RMCC Truck Mix TEOM Runs 1,2,3
19
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres.
Cone. Ug/mA3
Deg.C
Atm.
9-Dec-03
8:21:40
51.3
-0.5
1.002
9-Dec-Q3
8:22:00
50
-0.5
1.002
9-Dec-03
8:22:20
50.5
-0.5
1.002
9-Dec-03
8:22:40
51.6
-0.5
1.002
9-Dec-03
8:23:00
53.5
-0.4
1.002
9-Dec-03
8:23:20
56.8
-0.4
1.002
9-Dec-03
8:23:40
59.8
-0.4
1.002
9-Dec-03
8:24:00
62.6
-0.3
1.002
9-Dec-03
8:24:20
64.9
-0.3
1.002
9-Dec-03
8:24:40
67.1
-0.3
1.002
9-Dec-Q3
8:25:00
69.9
-0.3
1.002
9-Dec-03
8:25:20
69.2
-0.2
1.002
9-Dec-03
8:25:40
69.8
-0.2
1.002
9-Dec-03
8:26:00
71
-0.2
1.002
9-Dec-03
8:26:20
71
-0.2
1.002
9-Dec-03
8:26:40
70.7
-0.1
1.002
9-Dec-03
8:27:00
70.7
-0.1
1.002
9-Dec-03
8:27:20
69.9
-0.1
1.002
9-Dec-03
8:27:40
69.7
-0.1
1.002
9-Dec-03
8:28:00
70
0
1.002
9-Dec-03
8:28:20
70.7
0
1.002
9-Dec-03
8:28:40
71.5
0
1.002
9-Dec-03
8:29:00
70.9
0
1.002
9-Dec-03
8:29:20
70.2
0.1
1.002
9-Dec-03
8:29:40
69.1
0.1
1.002
9-Dec-03
8:30:00
66.4
0.1
1.002
9-Dec-03
8:30:20
65.7
0.1
1.002
9-Dec-03
8:30:40
63.8
0.2
1.002
9-Dec-03
8:31:00
66.5
0.2
1.002
9-Dec-03
8:31:20
77.5
0.2
1.002
9-Dec-03
8:31:40
91
0.3
1.002
9-Dec-03
8:32:00
101.9
0.3
1.002
9-Dec-03
8:32:20
112.8
0.3
1.002
9-Dec-03
8:32:40
121.7
0.3
1.002
9-Dec-03
8:33:00
129
0.4
1.002
9-Dec-03
8:33:20
133.3
0.5
1.002
9-Dec-03
8:33:40
135.1
0.5
1.002
9-Dec-03
8:34:00
136.8
0.5
1.002
9-Dec-03
8:34:20
136.7
0.6
1.002
9-Dec-03
8:34:40
135.8
0.6
1.002
9-Dec-03
8:35:00
134.7
0.6
1.002
9-Dec-03
8:35:20
133.7
0.6
1.002
9-Dec-03
8:35:40
131.3
0.7
1.002
9-Dec-03
8:36:00
129.2
0.7
1.002
9-Dec-03
8:36:20
127.2
0.7
1.002
9-Dec-03
8:36:40
128.3
0.7
1.002
9-Dec-03
8:37:00
130.6
0.7
1.002
9-D0C-O3
8:37:20
132.9
0.7
1.002
9-Dec-03
8:37:40
134
0.8
1.002
9-Dec-03
8:38:00
133.3
0.8
1.002
RMCC Truck Mix TEOM Runs 1,2,3
20
-------
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Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
9-Dec-03
9:14:20
28,7
1.9
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9-Dec-03
9:14:40
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9-Dec-03
9:15:00
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9:16:20
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9:17:00
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9-Dec-03
9:17:20
32
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9:17:40
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9:18:20
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9:19:20
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9:19:40
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9-Dec-03
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9:21:20
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9-Dec-03
9:21:40
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9:22:00
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g-Dec-03
9:22:20
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9:22:40
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9:23:00
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9:23:20
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9:23:40
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9:24:00
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9:24:20
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9:24:40
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9:25:00
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9:25:20
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g-Dec-03
9:25:40
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9:26:00
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9:26:20
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9:26:40
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9-Dec-03
9:27:00
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9:27:20
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9-Dec-03
9:27:40
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9-Dec-03
9:28:00
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9-Dec-03
9:28:20
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9-Dec-03
9:28:40
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g-Dec-03
9:29:00
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g-Dec-03
9:29:20
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9:29:40
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9:30:00
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9-Dec-03
9:30:20
121.2
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9-Dec-03
9:30:40
134.6
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Date
Time
PM10 Mass
Cone. Ug/mA3
9-Dec-03
9:47:40
96.1
9-Dec-03
9:48:00
92.9
9-Dec-03
9:48:20
91.4
9-Dec-03
9:48:40
88.6
9-Dec-03
9:49:00
85.6
9-Dec-03
9:49:20
82.7
9-Dec-03
9:49:40
79.4
9-Dec-03
9:50:00
76.4
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9:50:20
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9-Dec-03
9:50:40
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9-Dec-03
9:51:00
66.5
9-Dec-03
9:51:20
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9-Dec-03
9:51:40
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9:52:00
58.2
9-Dec-03
9:52:20
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9-Dec-03
9:52:40
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9-Dec-03
9:53:00
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9:53:20
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9-Dec-03
9:53:40
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9-Dec-03
9:54:00
48.9
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9:54:20
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9-Dec-03
9:54:40
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9-Dec-03
9:55:00
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9:55:20
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9-Dec-03
9:55:40
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9:56:00
39.7
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9:56:20
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9-Dec-03
9:56:40
37.7
9-Dec-03
9:57:00
37.9
9-Dec-03
9:57:20
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9-Dec-03
9:57:40
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9-Dec-03
9:58:00
35.5
9-Dec-03
9:58:20
35.7
9-Dec-03
9:58:40
35
9-Dec-03
9:59:00
34.6
9-Dec-03
9:59:20
34.1
9-Dec-03
9:59:40
33.4
9-Dec-03
10:00:00
33.3
9-Dec-03
10:00:20
32.2
9-Dec-03
10:00:40
30.9
9-Dec-03
10:01:00
29.8
9-Dec-03
10:01:20
29.3
9-Dec-03
10:01:40
27.6
9-Dec-03
10:02:00
28.6
9-Dec-03
10:02:20
28.1
9-Dec-03
10:02:40
27.5
9-Dec-03
10:03:00
27.4


65.3
Amb Temp,
Amb Pres,
Deg. C
Atm.
4
1.002
4
1.002
4
1.002
4
1.002
4.1
1.002
4.1
1.002
4.1
1.002
4.1
1.002
4.1
1.002
4.1
1.002
4.2
1.002
4.2
1.002
4.2
1.002
4.2
1.002
4.2
1.002
4.2
1.002
4.2
1.002
4.2
1.002
4.2
1.002
4.2
1.002
4.2
1.002
4.2
1.002
4.2
1.002
4.3
1.002
4.3
1.002
4.3
1.002
4.3
1.002
4.3
1.002
4.3
1.002
4.3
1.002
4.3
1.002
4.3
1.002
4.3
1.002
4.3
1.002
4.3
1.002
4.3
1.002
4.4
1.002
4.4
1.002
4.4
1.002
4.4
1.002
4.4
1.002
4.4
1.002
4.5
1.002
4.5
1.002
4.5
1.002
4.5
1.002
4.5
1.002
Average
RMCC Truck Mix TEOM Runs 1,2,3
-------
APPENDIX A2
RMCC CENTRAL MIX
PM10TEOM DATA
-------
Hate
Time*
PM10 Mass
Amb Temp,
Amb Pres,
h/cllv
1 in it?
Cone. Ug/mA3
Deg. C
Atm.
10-Dec-03
8:22:00
26.8
7.1
0.994 Start Run # 1
10-Dec-03
8:22:20
27.2
7.1
0.994
10-Dec-03
8:22:40
26.1
7.1
0.994
10-Dec-03
8:23:00
24.7
7.1
0.994
10-Dec-03
8:23:20
24,5
7.1
0.994
10-Dec-03
8:23:40
24
7.1
0.994
10-Dec-03
8:24:00
24
7.1
0.994
10-Dec-03
8:24:20
23.2
7.1
0.994
10-Dec-03
8:24:40
24.1
7.1
0.994
10-Dec-03
8:25:00
23
7.1
0.994
10-Dec-03
8:25:20
24.1
7.1
0.994
10-Dec-03
8:25:40
25.2
7.1
0.994
10-Dec-03
8:26:00
24.2
7.1
0.994
10-Dec-03
8:26:20
22.3
7.1
0.994
10-Dec-03
8:26:40
21.1
7.1
0.994
10-Dec-03
8:27:00
21.8
7.1
0.994
10-Dec-03
8:27:20
21.9
7.1
0.994
10-Dec-03
8:27:40
21.6
7.1
0.994
10-Dec-03
8:28:00
23.6
7.1
0.994
10-Dec-03
8:28:20
24.5
7.1
0.994
10-Dec-03
8:28:40
25.1
7.1
0.994
10-Dec-03
8:29:00
25
7.1
0.994
10-Dec-03
8:29:20
25.7
7.1
0.994
10-Dec-03
8:29:40
27
7.2
0.994
10-Dec-03
8:30:00
27.3
7.2
0.994
10-Dec-03
8:30:20
25.6
7.2
0.994
10-Dec-03
8:30:40
23
7.2
0.994
10-Dec-03
8:31:00
20.8
7.2
0.994
10-Dec-03
8:31:20
21.5
7.2
0.994
10-Dec-03
8:31:40
21.1
7.2
0.994
10-Dec-03
8:32:00
21.6
7.2
0.994
10-Dec-03
8:32:20
22.3
7.3
0.994
10-Dec-03
8:32:40
20.4
7.2
0.994
10-Dec-03
8:33:00
20
7.3
0.994
10-Dec-03
8:33:20
22.4
7.2
0.994
10-Dec-Q3
8:33:40
23.7
7.3
0.994
10-Dec-03
8:34:00
24
7.3
0.994
10-Dec-03
8:34:20
23.8
7.3
0.994
10-Dec-03
8:34:40
24.8
7.3
0.994
1 Q-Dec-03
8:35:00
25
7.3
0.994
10-Dec-03
8:35:20
25
7.3
0.994
10-Dec-03
8:35:40
25
7.3
0.994
10-Dec-03
8:36:00
25.3
7.3
0.994
10-Dec-03
8:36:20
25.2
7.4
0.994
10-Dec-03
8:36:40
25
7.4
0.994
10-Dec-03
8:37:00
26
7.4
0.994
10-Dec-03
8:37:20
27.5
7.4
0.994
10-Dec-03
8:37:40
28.2
7.4
0.994
RMCC Central Mix TEOM Run 1,2,3	Page 1
-------
nafn
Tim/v
PM10 Mass
Amb Temp,
Amb Pres,
wait#
1 111117
Cone. Ug/mA3
Deg. C
Atm.
10-Dec-03
8:38:00
30.1
7.4
0.994
10-Dec-03
8:38:20
30.8
7.4
0.994
10-Dec-03
8:38:40
30.5
7.4
0.994
10-Dec-03
8:39:00
29.8
7.4
0.994
10-Dec-03
8:39:20
27.2
7.4
0.994
10-Dec-03
8:39:40
25.7
7.4
0.994
10-Dec-03
8:40:00
25.4
7.4
0.994
10-Dec-03
8:40:20
26
7.4
0.994
10-Dec-03
8:40:40
25.7
7.5
0.994
10-Dec-03
8:41:00
25
7.5
0.994
10-Dec-03
8:41:20
24.7
7.5
0.994
10-Dec-03
8:41:40
24.1
7.5
0.994
10-Dec-03
8:42:00
23.4
7.5
0.994
10-Dec-03
8:42:20
22
7.5
0.994
10-Dec-03
8:42:40
22.1
7.5
0.994
10-Dec-03
8:43:00
24.1
7.5
0.994
10-Dec-03
8:43:20
24.4
7.5
0.994
10-Dec-03
8:43:40
23.4
7.5
0.994
10-Dec-03
8:44:00
22.8
7.5
0.994
10-Dec-03
8:44:20
22.6
7.5
0.994
10-Dec-03
8:44:40
22.5
7.5
0.994
10-Dec-03
8:45:00
21.8
7.5
0.994
10-Dec-03
8:45:20
21.2
7.5
0.994
10-Dec-03
8:45:40
21.1
7.5
0.994
10-Dec-03
8:46:00
19.8
7.5
0.994
10-Dec-03
8:46:20
19.5
7.5
0.994
10-Dec-03
8:46:40
20.4
7.5
0.994
10-Dec-03
8:47:00
21.5
7.5
0.994
10-Dec-03
8:47:20
20.5
7.5
0.994
10-Dec-03
8:47:40
20.9
7.5
0.994
10-Dec-03
8:48:00
21.1
7.5
0.994
10-Dec-03
8:48:20
22.8
7.5
0.994
10-Dec-03
8:48:40
23.6
7.5
0.994
10-Dec-03
8:49:00
25.4
7.5
0.994
10-Dec-03
8:49:20
26.8
7.5
0.994
10-Dec-03
8:49:40
25.6
7.5
0.994
10-Dec-03
8:50:00
26.2
7.5
0.994
10-Dec-03
8:50:20
26.4
7.5
0.994
10-Dec-03
8:50:40
26.2
7.5
0.994
10-Dec-03
8:51:00
27.7
7.5
0.994
10-Dec-03
8:51:20
29
7.5
0.994
10-Dec-03
8:51:40
29.4
7.5
0.994
10-Dec-03
8:52:00
28.5
7.5
0.994
10-Dec-03
8:52:20
28.6
7.5
0.994
10-Dec-03
8:52:40
31
7.5
0.994
10-Dec-03
8:53:00
32.6
7.5
0.994
10-Dec-03
8:53:20
33.5
7.5
0.994
10-Dec-03
8:53:40
33.4
7.5
0.994
-------
riatft
Tjma
PM10 Mass
Amfa Temp,
Amb Pres.
L/CHC?
1 IIMC
Cone. Ug/mA3
Deg. C
Atm,
10-Dec-03
8:54:00
34.4
7.4
0.994
10-Dec-03
9:08:00
15
6.8
0.994
10-Dec-03
9:08:20
15.2
6.8
0.994
10-Dec-03
9:08:40
15.7
6.8
0.993
10-Dec-03
9:09:00
16
6.8
0.993
10-Dec-03
9:09:20
16
6.8
0.993
10-Dec-03
9:09:40
15.4
6.8
0.993
10-Dec-03
9:10:00
13.4
6.8
0.993
10-Dec-03
9:10:20
13.7
6.8
0.993
10-Dec-03
9:10:40
13.7
6.8
0.993
10-Dec-03
9:11:00
14.8
6.8
0.993
10-Dec-03
9:11:20
16.1
6.8
0.993
10-Dec-03
9:11:40
15.8
6.8
0.993
10-Dec-03
9:12:00
16.6
6.8
0.993
10-Dec-03
9:12:20
16.8
6.8
0.993
10-Dec-03
9:12:40
18
6.8
0.993
10-Dec-03
9:13:00
19.5
6.8
0.993
10-Dec-03
9:13:20
20.5
6.8
0.993
10-Dec-03
9:13:40
22.4
6.8
0.993
10-Dec-03
9:14:00
23
6.8
0.993
10-Dec-03
9:14:20
22.9
6.8
0.993
10-Dec-03
9:14:40
20.2
6.8
0.993
10-Dec-03
9:15:00
19.3
6.8
0.993
10-Dec-03
9:15:20
19.3
6.7
0.993
10-Dec-03
9:15:40
19.8
6.8
0.993
10-Dec-03
9:16:00
19.9
6.7
0.993
10-Dec-03
9:16:20
19.1
6.7
0.993
10-Dec-03
9:16:40
18
6.7
0.993
10-Dec-03
9:17:00
18.1
6.7
0.993
10-Dec-03
9:17:20
19.6
6.7
0.993
10-Dec-03
9:17:40
19.9
6.7
0.993
10-Dec-03
9:18:00
18.3
6.7
0.993
10-Dec-03
9:18:20
18.6
6.7
0.993
10-Dec-03
9:18:40
19.7
6.7
0.993
10-Dec-03
9:19:00
20.5
6.7
0.993
10-Dec-03
9:19:20
19.9
6.7
0.993
10-Dec-03
9:19:40
19.6
6.7
0.993
10-Dec-03
9:20:00
20.1
6.6
0.993
10-Dec-03
9:20:20
20.3
6.7
0.993
10-Dec-03
9:20:40
20.8
6.7
0.993
10-Dec-03
9:21:00
20.5
6.7
0.993
10-Dec-03
9:21:20
19.9
6.7
0.993
10-Dec-03
9:21:40
18.7
6.6
0.993
10-Dec-03
9:22:00
19
6.6
0.993
10-Dec-03
9:22:20
19.1
6.7
0.993
10-Dec-03
9:22:40
20.3
6.7
0.993
10-Dec-03
9:23:00
20.1
6.7
0.993
10-Dec-03
9:23:20
19.8
6.7
0.993
-------
Hoto

PM10 Mass
Amb Temp,
Amb Pres,
Udic
1 IITltJ
Cone. Ug/mA3
Deg. C
Atm.
10-Dec-03
9:23:40
19.3
6.7
0.993
10-Dec-03
9:24:00
18.1
6.7
0.993
10-Dec-03
9:24:20
17.7
6.7
0.993
10-Dec-03
9:24:40
18.5
6.7
0.993
10-Dec-03
9:25:00
17
6.7
0.993
10-Dec-03
9:25:20
15.9
6.7
0.993
10-Dec-03
9:25:40
15
6.7
0.993
10-Dec-03
9:26:00
15.7
6.7
0.993
10-Dec-03
9:26:20
17.5
6.7
0.993
10-Dec-03
9:26:40
20.3
6.7
0.993
10-Dec-03
9:27:00
23
6.7
0.993
10-Dec-03
9:27:20
26.6
6.8
0.993
10-Dec-03
9:27:40
30.8
6.8
0.993
10-Dec-03
9:28:00
33.8
6.8
0.993
10-Dec-03
9:28:20
36
6.8
0.993
10-Dec-03
9:28:40
37.3
6.7
0.993
10-Dec-03
9:29:00
38.2
6.8
0.993
10-Dec-03
9:29:20
38.7
6.8
0.993
10-Dec-03
9:29:40
38.6
6.7
0.993
10-Dec-03
9:30:00
38.5
6.7
0.993
10-Dec-03
9:30:20
37.7
6.8
0.993
10-Dec-03
9:30:40
37.9
6.8
0.993
10-Dec-03
9:31:00
36.1
6.8
0.993
10-Dec-03
9:31:20
34.7
6.8
0.993
10-Dec-03
9:31:40
33.5
6.8
0.993
10-Dec-03
9:32:00
33.7
6.8
0.993
10-Dec-03
9:32:20
34.5
6.8
0.993
10-Dec-03
9:32:40
35.5
6.8
0.993
10-Dec-03
9:33:00
35.8
6.8
0.993
10-Dec-03
9:33:20
35.7
6.8
0.993
10-Dec-03
9:33:40
34
6.8
0.993
10-Dec-03
9:34:00
32.3
6.8
0.993
10-Dec-03
9:34:20
32.5
6.8
0.993
10-Dec-03
9:34:40
31.7
6.8
0.993
10-Dec-03
9:35:00
29.7
6.8
0.993
10-Dec-03
9:35:20
30.2
6.8
0.993
10-Dec-03
9:35:40
31.4
6.8
0.993
10-Dec-03
9:36:00
30.8
6.8
0.993
10-Dec-03
9:36:20
30.7
6.8
0.993
10-Dec-03
9:36:40
30
6.8
0.993
10-Dec-03
9:37:00
28.3
6.8
0.993
10-Dec-03
9:37:20
25.9
6.8
0.993
10-Dec-03
9:37:40
24.9
6.8
0.993
10-Dec-03
9:38:00
24.8
6.8
0.993
10-Dec-03
9:38:20
25.1
6.8
0.993
10-Dec-03
9:38:40
26.2
6.8
0.993
10-Dec-03
9:39:00
25.9
6.7
0.993
10-Dec-03
9:39:20
24.7
6.7
0.993
-------
naffi
Tim(»
PM10 Mass
Amb Temp,
Amb Pres,
L/alv
1111IV
Cone. Ug/mA3
Deg. C
Atm.
10-Dec-03
9:39:40
23.8
6.8
0.993
10-D8C-03
9:40:00
23.1
6.7
0.993
10-Dec-03
9:40:20
23.3
6.7
0.993
10-Dec-03
9:40:40
21.2
6.7
0.993
10-Dec-03
9:41:00
21.5
6.7
0.993
10-Dec-03
9:41:20
21.3
6.7
0.993
10-Dec-03
9:41:40
20.6
6.7
0.993
10-Dec-03
9:42:00
18.5
6.7
0.993
10-Dec-03
9:42:20
17
6.7
0.993
10-Dec-03
9:42:40
15.4
6.7
0.993
10-Dec-03
9:43:00
14.8
6.7
0.993
10-Dec-03
9:43:20
14.8
6.7
0.993
10-Dec-03
9:43:40
13.7
6.7
0.993
10-Dec-03
9:44:00
13.3
6.7
0.993
10-Dec-03
9:44:20
13.2
6.7
0.993
10-Dec-03
9:44:40
12.5
6.7
0.993
10-Dec-03
9:45:00
13.6
6.7
0.993
10-Dec-03
9:45:20
13.4
6.7
0.993
10-Dec-03
9:45:40
12.6
6.7
0.993
10-Dec-03
9:46:00
12.3
6.7
0.993
10-Dec-03
9:46:20
12.4
6.7
0.993
10-Dec-03
9:46:40
14.1
6.7
0.993
10-Dec-03
9:47:00
15
6.7
0.993
10-Dec-03
9:47:20
15.1
6.7
0.993
10-Dec-03
9:47:40
14
6.7
0.993
10-Dec-03
9:48:00
13.2
6.7
0.993
10-Dec-03
9:48:20
13.4
6.7
0.993
10-Dec-03
9:48:40
13.6
6.7
0.993
10-Dec-03
9:49:00
13.9
6.7
0.993
10-Dec-03
9:49:20
13.5
6.7
0.993
10-Dec-03
9:49:40
13.7
6.7
0.993
10-Dec-03
9:50:00
14.5
6.7
0.993
10-Dec-03
12:38:00
38.1
10.4
0.988
10-Dec-03
12:38:20
38.1
10.4
0.988
10-Dec-03
12:38:40
38.1
10.4
0.988
10-Dec-03
12:39:00
37.4
10.4
0.988
10-Dec-03
12:39:20
36.8
10.4
0.988
10-Dec-03
12:39:40
36.6
10.5
0.988
10-Dec-03
12:40:00
36.2
10.5
0.988
10-Dec-03
12:40:20
35
10.5
0.988
10-Dec-03
12:40:40
34.7
10.5
0.988
10-Dec-03
12:41:00
33.1
10.5
0.988
10-Dec-03
12:41:20
31.8
10.5
0.988
10-Dec-03
12:41:40
30.7
10.5
0.988
10-Dec-03
12:42:00
28.4
10.5
0.988
10-Dec-03
12:42:20
26.4
10.5
0.987
10-Dec-03
12:42:40
24.6
10.6
0.987
10-Dec-03
12:43:00
23.6
10.6
0.987
-------


~k


—k

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0
0
O
O
O
0
O
O
0
O
O
O
O
O
O
O
0
0
0
0
0
0
0
0
0
0
0
0
0
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9
O
O
0
O
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PM10 Mass Amb Temp, Amb Pres,
Cone. Ug/mA3 Deg. C	Atm.
10-Dec-03
12:59:20
5.2
10.9
0.987
10-Dec-03
12:59:40
5.8
10.9
0.987
10-Dec-03
13:00:00
6.4
10.9
0.987
10-Dec-03
13:00:20
6.9
11
0.987
10-Dec-03
13:00:40
7.3
10.9
0.987
10-Dec-03
13:01:00
6.1
11
0.987
10-Dec-03
13:01:20
5.9
11
0.987
10-Dec-03
13:01:40
4.7
11
0.987
10-Dec-03
13:02:00
5.3
11
0.987
10-Dec-03
13:02:20
6.9
11
0.987
10-Dec-03
13:02:40
7.1
11
0.987
10-Dec-03
13:03:00
7.3
11
0.987
10-Dec-03
13:03:20
6.1
11
0.987
10-Dec-03
13:03:40
5.9
11
0.987
10-Dec-03
13:04:00
6.3
11
0.987
10-Dec-03
13:04:20
5.8
11
0.987
10-Dec-03
13:04:40
5.5
11
0.987
10-Dec-03
13:05:00
4.8
11
0.987
10-Dec-03
13:05:20
5.3
11
0.987
10-Dec-03
13:05:40
7.1
11
0.987
10-Dec-03
13:06:00
8.6
11.1
0.987
10-Dec-03
13:06:20
8.1
11.1
0.987
10-Deo03
13:06:40
7.6
11.1
0.987
1Q-Dec-03
13:07:00
6.4
11.1
0.987
10-Dec-03
13:07:20
6.6
11.1
0.987
10-Dec-03
13:07:40
7.2
11.1
0.987
10-Dec-03
13:08:00
6.4
11.1
0.987
10-Dec-03
13:08:20
6.9
11.1
0.987
10-Dec-03
13:08:40
6.8
11.2
0.987
10-Dec-03
13:09:00
6.7
11.1
0.987
10-Dec-03
13:09:20
6.3
11.2
0.987
10-Dec-03
13:09:40
6.5
11.2
0.987
t0-Dec-03
13:10:00
5.9
11.2
0.987
10-Dec-03
13:10:20
6.3
11.2
0.987
10-Dec-03
13:10:40
7.1
11.2
0.987
10-Dec-03
13:11:00
7.8
11.2
0.987
10-Dec-03
13:11:20
8.8
11.2
0.987
10-Dec-03
13:11:40
8.8
11.2
0.987
10-Dec-03
13:12:00
9
11.2
0.987
10-Dec-03
13:12:20
8.4
11.2
0.987
10-Dec-03
13:12:40
7.9
11.2
0.987
10-Dec-03
13:13:00
9
11.2
0.987
10-Dec-03
13:13:20
9.9
11.2
0.987
10-Dec-03
13:13:40
10.5
11.3
0.987
10-Dec-03
13:14:00
9.9
11.3
0.987
10-Dec-O3
13:14:20
9.6
11.3
0.987
10-Dec-03
13:14:40
8.4
11.3
0.987
10-Dec-03
13:15:00
8.7
11.3
0.987
RMCC Central Mix TEOM Run 1,2,3
33
-------
Date
PM10 Mass Amb Temp, Amb Pres,
Cone. Ug/mA3 Deg. C	Atm.
10-Dec-03	13:15:20	9.4
10-Dec-03	13:15:40	9.1
10-Dec-03	13:16:00	7.8
10-Dec-03	13:16:20	7.6
10-Dec-03	13:16:40	7.7
10-Dec-03	13:17:00	6.4
10-Dec-03	13:17:20	6.6
10-Dec-03	13:17:40	6.6
10-Dec-03	13:18:00	7.2
10-Dec-03	13:18:20	6.8
10-Dec-03	13:18:40	6.3
10-Dec-03	13:19:00	6.4
10-Dec-03	13:19:20	6
10-Dec-03	13:19:40	7.2
10-Dec-03	13:20:00	8.4
10-Dec-03	13:20:20	9.5
10-Dec-03	13:20:40	9.1
10-Dec-03	13:21:00	9.1
10-Dec-03	13:21:20	9.2
10-Dec-03	13:21:40	10
10-Dec-03	13:22:00	9.8
10-Dec-03	13:22:20	9.4
10-Dec-03	13:22:40	8.5
10-Dec-03	13:23:00	7.6
10-Dec-03	13:23:20	8.4
10-Dec-03	13:23:40	8.7
10-Dec-03	13:24:00	9.2
18.8
11.3
0.987
11.3
0.987
11.3
0.987
11.4
0.987
11.4
0.987
11.4
0.987
11.4
0.987
11.4
0.987
11.4
0.987
11.4
0.986
11.4
0.986
11.4
0.986
11.4
0.986
11.4
0.986
11.5
0.986
11.5
0.986
11.5
0.986
11.5
0.986
11.5
0.986
11.5
0.986
11.5
0.986
11.5
0.986
11.5
0.986
11.5
0.986
11.5
0.986
11.5
0.986
11.5
0.986 Stop Run # 1
Average
11-Dec-03
7:31:00
44.0
7.4
0.98 Start Run # 2
11-Dec-03
7:31:20
41.8
7.4
0.98
11-Dec-03
7:31:40
40.1
7.4
0.98
11-Dec-03
7:32:00
38.3
7.4
0.98
11-Dec-Q3
7:32:20
36.8
7.4
0.98
11-Dec-03
7:32:40
35.6
7.4
0.98
11-Dec-03
7:33:00
34.6
7.4
0.98
11-Dec-03
7:33:20
33.1
7.4
0.98
11-Dec-03
7:33:40
31.5
7.4
0.98
11-Dec-03
7:34:00
29.1
7.4
0.98
11-Dec-03
7:34:20
27.5
7.4
0.98
11-Deo03
7:34:40
27.5
7.5
0.98
11-Dec-03
7:35:00
26.9
7.5
0.98
11-Dec-03
7:35:20
26.7
7.5
0.98
11-Dec-03
7:35:40
24.9
7.5
0.98
11-Dec-03
7:36:00
24.9
7.5
0.98
RMCC Central Mix TEOM Run 1,2,3
34
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Date	Time
1-Dec-03
7:52:20
1-Dec-03
7:52:40
1-Dec-03
7:53:00
1-Dec-03
7:53:20
1-Dec-03
7:53:40
1-Dec-03
7:54:00
1-Dec-03
7:54:20
1-Dec-03
7:54:40
1-Dec-03
7:55:00
1-Dec-03
7:55:20
1-Dec-03
7:55:40
1-Dec-03
7:56:00
1-Dec-03
7:56:20
1-Dec-03
7:56:40
1-Dec-03
7:57:00
1-Dec-03
7:57:20
1-Dec-03
7:57:40
1-Dec-03
7:58:00
1-Dec-03
7:58:20
1-Dec-03
7:58:40
1-Dec-03
7:59:00
1-Dec-03
7:59:20
1-Dec-03
7:59:40
1-Dec-03
8:00:00
1-Dec-03
8:00:20
1-Dec-03
8:00:40
1-Dec-03
8:01:00
1-Dec-03
8:01:20
1-Dec-03
8:01:40
1-Dec-03
8:02:00
1-Dec-03
8:02:20
1-Dec-03
8:02:40
1-Dec-03
8:03:00
1-Dec-03
8:03:20
1-Dec-03
8:03:40
1-Dec-03
8:04:00
1-Dec-03
8:04:20
1-Dec-03
8:04:40
1-Dec-03
8:05:00
1-Dec-03
8:05:20
1-Dec-03
8:05:40
1-Dec-03
8:06:00
1-Dec-03
8:06:20
1-Dec-03
8:06:40
1-Dec-03
8:07:00
1-Dec-03
8:07:20
1-Dec-03
8:07:40
1-Dec-03
8:08:00
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
18.1
7.5
0.98
17.3
7.5
0.98
14.4
7.5
0.98
13.2
7.5
0.98
13.2
7.5
0.98
11.6
7.6
0.98
10.5
7.5
0.98
10
7.5
0.98
11.7
7.5
0.98
13.6
7.5
0.98
14.6
7.5
0.98
15.7
7.5
0.981
16.3
7.5
0.981
17
7.5
0.981
15.9
7.6
0.981
16
7.6
0.981
17.1
7.6
0.981
17.4
7.6
0.981
19.4
7.6
0.981
20.8
7.6
0.981
22.3
7.6
0.981
22.4
7.6
0.981
23.1
7.6
0.981
23.8
7.6
0.981
23.9
7.6
0.981
23.3
7.5
0.981
21.9
7.6
0.981
22.6
7.6
0.981
22.7
7.5
0.981
23.1
7.5
0.981
23.7
7.5
0.981
22.5
7.5
0.981
22.4
7.5
0.981
20.3
7.5
0.981
21.3
7.5
0.981
20
7.5
0.981
19.9
7.5
0.981
19.4
7.5
0.981
18.9
7.5
0.981
18.3
7.5
0.981
17
7.5
0.981
16.4
7.5
0.981
15.8
7.6
0.981
14.2
7.5
0.981
13.1
7.5
0.981
11.4
7.5
0.981
11.8
7.5
0.981
11.9
7.5
0.981
-------
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-------
*\0tA
Tlmr>
PM10 Mass
Amb Temp,
Amb Pres.
jcxxs
1 II lit?
Cone. Ug/mA3
Deg. C
Atm.
1-Dec-03
8:24:20
12.6
7.7
0.981
1-Dec-03
8:24:40
13.5
7.7
0.981
1-Dec-03
8:25:00
9
7.7
0.981
1-Dec-03
8:25:20
8.2
7.7
0.981
1-Dec-03
8:25:40
12.3
7.7
0.981
1-Dec-03
8:26:00
11.4
7.7
0.981
1-Dec-03
8:26:20
8.9
7.7
0.981
1-Dec-03
8:26:40
10.1
7.7
0.981
1-Dec-03
8:27:00
7.1
7.7
0.981
1-Dec-03
8:27:20
4.8
7.7
0.981
1-Dec-03
8:27:40
6.2
7.7
0.981
1-Dec-03
8:28:00
7.5
7.7
0.981
1-Dec-03
8:28:20
5.2
7.7
0.981
1-Dec-03
8:28:40
5.4
7.7
0.981
1-Dec-03
8:29:00
6
7.6
0.981
1-Dec-03
8:29:20
6.8
7.7
0.981
1-Dec-03
8:29:40
7.7
7.7
0.981
1-Dec-03
8:30:00
8.5
7.7
0.981
1-Dec-03
8:30:20
9.6
7.7
0.981
1-Dec-03
8:30:40
11
7.7
0.981
1-Dec-03
8:31:00
12
7.7
0.981
1-Dec-03
8:31:20
11.2
7.7
0.981
1-Dec-03
8:31:40
12.4
7.7
0.981
1-Dec-03
8:32:00
12.7
7.7
0.981
1-Dec-03
8:32:20
12.4
7.7
0.981
1-Dec-03
8:32:40
11.3
7.7
0.981
1-Dec-03
8:33:00
11.7
7.7
0.981
1-Dec-03
8:33:20
9.7
7.7
0.981
1-Dec-03
8:33:40
10.6
7.7
0.981
1-Dec-03
8:34:00
11.9
7.7
0.981
1-Dec-03
8:34:20
12
7.8
0.981
1-Dec-03
8:34:40
10.6
7.8
0.981
1-Dec-03
8:35:00
8.5
7.8
0.981
1-Dec-03
8:35:20
6.9
7.8
0.981
1-Dec-03
8:35:40
6.3
7.8
0.981
1-Dec-03
8:36:00
6.1
7.8
0.981
1-Dec-03
8:36:20
6.5
7.8
0.981
1-Dec-03
8:36:40
7.4
7.8
0.981
1-Dec-03
8:37:00
7.1
7.8
0.981
1-Dec-03
8:37:20
7.4
7.8
0.981
1-Dec-03
8:37:40
6.7
7.8
0.981
1-Dec-03
8:38:00
5.4
7.9
0.981
1-Dec-03
8:38:20
5
7.9
0.981
1-Dec-03
8:38:40
5
7.8
0.981
1-Dec-03
8:39:00
4.1
7.9
0.981
1-Dec-03
8:39:20
3.4
7.9
0.981
1-Dec-03
8:39:40
4.2
7.9
0.981
1-Dec-03
8:40:00
5.2
7.9
0.981
RMCC Central Mix TEOM Run 1,2,3
-------

Time
PM10 Mass
Amb Temp,
Amb Pres,
UOlC
1 II1IC
Cone. Ug/mA3
Deg. C
Atm.
11-Dec-03
8:40:20
4.5
7.9
0.981
11-Dec-03
8:40:40
5.9
7.8
0.981
11-Dec-03
8:41:00
5.9
7.9
0.981
11-Dec-03
8:41:20
9.6
7.9
0.981
11-Dec-03
8:41:40
13.2
7.9
0.981
11 -Dec-03
8:42:00
14.5
7.9
0.981
11-Dec-03
8:42:20
14.6
7.9
0.981
11-Dec-03
8:42:40
13.9
7.9
0.982
11-Dec-03
8:43:00
13.8
7.9
0.981
11-Dec-03
8:43:20
10.9
7.9
0.981
11-Dec-03
8:43:40
9.5
7.9
0.981
11-Dec-03
8:44:00
9.5
7.9
0.981
11-Dec-03
8:44:20
10.3
7.9
0.981
11-Dec-03
8:44:40
12.3
8
0.981
11-Dec-03
8:45:00
13.8
8
0.981
11-Dec-03
8:45:20
15.1
8
0.981
11-Dec-03
8:45:40
15
8
0.981
11-Dec-03
8:46:00
12.4
8
0.981
11-Dec-03
8:46:20
11.7
8
0.981
11-Dec-03
8:46:40
10.5
8
0.981
11-Dec-03
8:47:00
9.6
8
0.981
11-Dec-03
8:47:20
8.7
8
0.981
11-Dec-03
8:47:40
6.5
8
0.981
11-Dec-03
8:48:00
3.5
8
0.981
11-Dec-03
8:48:20
3.9
8
0.981
11-Dec-03
8:48:40
4.6
8
0.981
11-Dec-03
8:49:00
4.5
8
0.981
11-Dec-03
8:49:20
4.4
8
0.981
11-Dec-03
8:49:40
3.8
8
0.981
11-Dec-03
8:50:00
3.9
8
0.981
11-Dec-03
8:50:20
2.4
8
0.981
11-Dec-03
8:50:40
3.3
8
0.981
11-Dec-03
8:51:00
6.2
8
0.981
11-Dec-03
8:51:20
7.8
8
0.981
11-Dec-03
8:51:40
9.2
8
0.981
11-Dec-03
8:52:00
11.3
8
0.981
11-Dec-03
8:52:20
13.1
8
0.981
11-Dec-03
8:52:40
14.2
8
0.981
11-Dec-03
8:53:00
14.9
8
0.981
11-Dec-03
8:53:20
14.4
8
0.981
11-Dec-03
8:53:40
14.9
8
0.981
11-Dec-03
8:54:00
13.7
8
0.981
11-Dec-03
8:54:20
11.6
8
0.981
11-Dec-03
8:54:40
10.1
8
0.981
11-Dec-03
8:55:00
9.2
8
0.981
11-Dec-03
8:55:20
9.2
8
0.981
11-Dec-03
8:55:40
10.1
8
0.981
11-Dec-03
8:56:00
11.4
8
0.981
RMCC Central Mix TEOM Run 1,2,3
39
-------
Date
Tirrw*
PM10 Mass
Amb Temp,
Amb Pres,
W/Mlv
1 ill IV
Cone. Ug/mA3
Deg. C
Atm.
11-Dec-03
8:56:20
12.5
8
0.981
11-Dec-03
8:56:40
13.7
8
0.981
11-Dec-03
8:57:00
13.4
8
0,982
11-Dec-03
8:57:20
12
8
0.981
11-Dec-03
8:57:40
12.1
8
0.982
11-Dec-03
8:58:00
11.4
8
0.982
11 -Dec-03
8:58:20
10.2
8
0.982
11-Dec-03
8:58:40
9.6
8
0.982
11-Dec-03
8:59:00
8.6
8
0.982
11-Dec-03
8:59:20
9
8
0.982
11-Dec-03
8:59:40
8.7
8
0.982
11-Dec-03
9:00:00
7.5
8
0.982
11-Dec-03
9:00:20
7.5
8
0.982
11-Dec-03
9:00:40
9.2
8
0.982
11-Dec-03
9:01:00
10.7
8
0.982
11-Dec-03
9:01:20
13.9
8
0.982
11-Dec-03
9:01:40
16.1
8
0.982
11-Dec-03
9:02:00
18.2
8
0.982
11-Dec-03
9:02:20
19.4
8.1
0.982
11-Dec-03
9:02:40
20.7
8.1
0.982
11-Dec-03
9:03:00
23
8.1
0.982
11-Dec-03
9:03:20
25
8.1
0.982
11-Dec-03
9:03:40
26.2
8.1
0.982
11-Dec-03
9:04:00
27.5
8.1
0.982
11-Dec-03
9:04:20
28.4
8.1
0.982
11-Dec-03
9:04:40
26.1
8.1
0.982
11-Dec-03
9:05:00
24
8.1
0.982
11-Dec-03
9:05:20
22.5
8.1
0.982
11-Dec-03
9:05:40
19.9
8.1
0.982
11-Dec-03
9:06:00
18.1
8.2
0.982
11-Dec-03
9:06:20
17.4
8.1
0.982
11-Dec-03
9:06:40
16.3
8.1
0.982
11-Dec-03
9:07:00
15.1
8.1
0.982
11-Dec-03
9:07:20
16
8.1
0.982
11-Dec-03
9:07:40
16.6
8.1
0.982
11-Dec-03
9:08:00
17.7
8.1
0.982
11-Dec-03
9:08:20
16.9
8.1
0.982
11-Dec-03
9:08:40
16.2
8.1
0.982
11-Dec-03
9:09:00
15.6
8.1
0.982
11-Dec-03
9:09:20
14.4
8.1
0.982
11-Dec-03
9:09:40
13.3
8.1
0.982
11-Dec-03
9:10:00
12.8
8.1
0.982
11-Dec-03
9:10:20
12.9
8.1
0.982
11-Dec-03
9:10:40
12
8.1
0.982
11-Dec-03
9:11:00
12.4
8.1
0.982
11-Dec-03
9:11:20
11.2
8.1
0.982
11-Dec-03
9:11:40
10.5
8.1
0.982
11-Dec-03
9:12:00
11.3
8.1
0.982
-------
Date
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
11-Dec-
Time
PM10 Mass
Cone. Ug/mA3
Amb Temp,
Deg. C
Amb Pres,
Atm.
9:12:20
12.3
8.1
0.982
9:12:40
13.5
8.1
0.982
9:13:00
12.9
8.1
0.982
9:13:20
11.3
8.1
0.982
9:13:40
10.4
8.2
0.982
9:14:00
10.6
8.2
0.982
9:14:20
9.3
8.2
0.982
9:14:40
9.5
8.2
0.982
9:15:00
10.3
8.2
0.982
9:15:20
9.8
8.2
0.982
9:15:40
9.3
8.2
0.982
9:16:00
8.8
8.2
0.982
9:16:20
8
8.2
0.982
9:16:40
9.3
8.2
0.982
9:17:00
9.9
8.2
0.982
9:17:20
8.8
8.2
0.982
9:17:40
9.1
8.2
0.982
9:18:00
11.5
8.2
0.982
9:18:20
13.1
8.2
0.982
9:18:40
13.7
8.2
0.982
9:19:00
14.4
8.2
0.982
9:19:20
16.1
8.2
0.982
9:19:40
17.7
8.2
0.982
9:20:00
19.3
8.1
0.982
9:20:20
18.9
8.2
0.982
9:20:40
18.4
8.2
0.982
9:21:00
19.5
8.2
0.982
9:21:20
20.8
8.2
0.982
9:21:40
20.7
8.2
0.982
9:22:00
20.7
8.2
0.982
9:22:20
21.4
8.2
0.982
9:22:40
19.8
8.2
0.982
9:23:00
20.9
8.2
0.982
9:23:20
20
8.2
0.982
9:23:40
19.3
8.2
0.982
9:24:00
18.1
8.2
0.982
9:24:20
17.6
8.2
0.982
9:24:40
17.1
8.2
0.982
9:25:00
16.6
8.3
0.982
9:25:20
15.6
8.3
0.982
9:25:40
14.7
8.3
0.982
9:26:00
15.6
8.3
0.982
9:26:20
14.6
8.3
0.982
9:26:40
14.8
8.3
0.982
9:27:00
15.4
8.3
0.982
9:27:20
14.6
8.3
0.982
9:27:40
17.1
8.3
0.982
9:28:00
18.7
8.3
0.982
-------
Date
PMIOMass AmbTemp, Amb Pres,
Cone. Ug/mA3 Deg. C	Atm.
1-Dec-03
9:28:20
18.8
8.3
0.982
1-Dec-03
9:28:40
20.6
8.3
0.982
1-Dec-03
9:29:00
20
8.3
0.982
1-Dec-03
9:29:20
21.1
8.3
0.982
1-Dec-03
9:29:40
22.7
8.3
0.982
1-Dec-03
9:30:00
24
8.3
0.982
1-Dec-03
9:30:20
25.6
8.3
0.982
1-Dec-03
9:30:40
27.6
8.3
0.982
1-Dec-03
9:31:00
27.1
8.3
0.982
1-Dec-03
9:31:20
25.3
8.3
0.982
1-Dec-03
9:31:40
25.9
8.3
0.982
1-Dec-03
9:32:00
26.4
8.3
0.982
1-Dec-03
9:32:20
25.8
8.3
0.982
1-Dec-03
9:32:40
24.1
8.3
0.982
1-Dec-03
9:33:00
25.5
8.3
0.982
1-Dec-03
9:33:20
26.8
8.3
0.982
1-Dec-03
9:33:40
27.6
8.3
0.982
1-Dec-03
9:34:00
29.3
8.4
0.982
1-Dec-03
9:34:20
30.7
8.4
0.982
1-Dec-03
9:34:40
32.4
8.4
0.982
1-Dec-03
9:35:00
32.2
8.4
0.982
1-Dec-03
9:35:20
32.6
8.4
0.982
1-Dec-03
9:35:40
34.8
8.4
0.982
1-Dec-03
9:36:00
35.3
8.4
0.982
1-Dec-03
9:36:20
35.9
8.4
0.982
1-Dec-03
9:36:40
36.4
8.4
0.982
1-Dec-03
9:37:00
37.8
8.4
0.982 Stop Run # 2


16.4

Average
11-Dec-03
11-Dec-03
11-Dec-03
11-Dec-03
11-Dec-03
11-Dec-03
11-Dec-03
11-Dec-03
11-Dec-03
11-Dec-03
11-Dec-03
11-Dec-03
11-Dec-03
11-Dec-03
11-Dec-03
11-Dec-03
11-Dec-03
12:21:00
12:21:20
12:21:40
12:22:00
12:22:20
12:22:40
12:23:00
12:23:20
12:23:40
12:24:00
12:24:20
12:24:40
12:25:00
12:25:20
12:25:40
12:26:00
12:26:20
128.1
127.4
128.6
125.8
126.9
122.6
122.2
118.7
117.7
114.8
112.7
117.5
141.8
179.9
214.8
245.9
271
12.3
12.3
12.3
12.3
12.3
12.3
12.2
12.2
12.2
12.2
12.1
12.2
12.1
12.1
12.1
12.1
12
0.983 Start Run # 3
0.983
0.983
0.983
0.983
0.983
0.983
0.983
0.983
0.983
0.983
0.983
0.983
0.983
0.983
0.983
0.983
RMCC Central Mix TEOM Run 1,2,3
42
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Tim#*
PM10 Mass
Amb Temp,
Amb Pres.
wwlv
1 II116
Cone. Ug/mA3
Deg. C
Atm.
11-Dec-03
12:42:40
64.5
12.3
0.983
11-Dec-03
12:43:00
60.6
12.4
0.983
11-Dec-03
12:43:20
59.3
12.4
0.983
11-Dec-03
12:43:40
56.3
12.4
0.983
11-Dec-03
12:44:00
54.2
12.4
0.983
11-Dec-03
12:44:20
53.5
12.4
0.983
11 -Dec-03
12:44:40
49.6
12.4
0.983
11-Dee-03
12:45:00
48.3
12.4
0.983
11-Dec-03
12:45:20
48.5
12.4
0.983
11-Dec-03
12:45:40
48.1
12.4
0.983
11-Dec-03
12:46:00
48.3
12.4
0.983
11-Dec-03
12:46:20
49.9
12.4
0.983
11-Dec-03
12:46:40
50.1
12.4
0.983
11-Dec-03
12:47:00
48.5
12.5
0.983
11-Dec-03
12:47:20
46.7
12.5
0.983
11-Dec-03
12:47:40
45.7
12.5
0.983
11-Dec-03
12:48:00
43.9
12.5
0.983
11-Dec-03
12:48:20
42.1
12.5
0.983
11-Dec-03
12:48:40
40.5
12.5
0.983
11-Dec-03
12:49:00
41
12.4
0.983
11-Dec-03
12:49:20
43.3
12.5
0.983
11-Dec-03
12:49:40
42.1
12.4
0.983
11-Dec-03
12:50:00
43.7
12.5
0.983
11-Dec-03
12:50:20
41.4
12.5
0.983
11-Dec-03
12:50:40
38.5
12.5
0.983
11-Dec-03
12:51:00
38.6
12.5
0.983
11-Dec-03
12:51:20
38.4
12.4
0.983
11-Dec-03
12:51:40
38.9
12.4
0.983
11-Dec-03
12:52:00
38
12.4
0.983
11-Dec-03
12:52:20
37.8
12.4
0.983
11-Dec-03
12:52:40
36.9
12.4
0.984
11-Dec-03
12:53:00
33.7
12.5
0.983
11-Dec-03
12:53:20
31.3
12.5
0.983
11-Dec-03
12:53:40
28.4
12.5
0.983
11-Dec-03
12:54:00
26.8
12.5
0.984
11-Dec-03
12:54:20
26.1
12.4
0.984
11-Dec-03
12:54:40
26.3
12.4
0.983
11-Dec-03
12:55:00
25.8
12.4
0.983
11-Dec-03
12:55:20
25.9
12.3
0.984
11-Dec-03
12:55:40
26.9
12.3
0.984
11-Dec-03
12:56:00
27
12.4
0.984
11-Dec-03
12:56:20
27.1
12.3
0.983
11-Dec-03
12:56:40
25.7
12.3
0.983
11-Dec-03
12:57:00
26.8
12.3
0.983
11-Dec-03
12:57:20
26
12.3
0.984
11-Dec-03
12:57:40
25.3
12.3
0.984
11-Dec-03
12:58:00
26.7
12.3
0.984
11-Dec-03
12:58:20
27
12.4
0.984
RMCC Central Mix TEOM Run 1,2,3
44
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Hofpi
Timo
PM10 Mass
Amb Temp,
Amb Pres,
L/dlv
I line
Cone. Ug/mA3
Deg. C
Atm.
1-Dec-03
13:30:40
47.1
12.3
0.984
1-Dec-03
13:31:00
47.8
12.3
0.984
1-Dec-03 '
13:31:20
47.6
12.3
0.984
1-Dec-03
13:31:40
48.6
12.3
0.984
1-Dec-03
13:32:00
48.4
12.3
0.984
1-Dec-03
13:32:20
46.8
12.4
0.984
1-Dec-03
13:32:40
44.4
12.4
0.984
1-Dec-03
13:33:00
46.9
12.4
0.984
1-Dec-03
13:33:20
44.5
12.4
0.984
1-Dec-03
13:33:40
41.3
12.4
0.984
1-Dec-03
13:34:00
40.8
12.5
0.984
1-Dec-03
13:34:20
40.5
12.5
0.984
1-Dec-03
13:34:40
38.2
12.5
0.984
1-Dec-03
13:35:00
35.1
12.6
0.984
1-Dec-03
13:35:20
35.1
12.6
0.984
1-Dec-03
13:35:40
36.4
12.5
0.984
1-Dec-03
13:36:00
34.9
12.6
0.984
1-Dec-03
13:36:20
38
12.6
0.984
1 -Dec-03
13:36:40
37.2
12.6
0.984
1-Dec-03
13:37:00
35
12.6
0.984
1-Dec-03
13:37:20
34.6
12.7
0.984
1-Dec-03
13:37:40
33.6
12.7
0.984
1-Dec-03
13:38:00
32.3
12.7
0.984
1-Dec-03
13:38:20
32.6
12.7
0.984
1-Dec-03
13:38:40
32.4
12.7
0.984
1-Dec-03
13:39:00
33.8
12.7
0.984
1-Dec-03
13:39:20
33.3
12.8
0.984
1-Dec-03
13:39:40
32.1
12.8
0.984
1-Dec-03
13:40:00
26.6
12.8
0.984
1-Dec-03
13:40:20
22.8
12.8
0.984
1-Dec-03
13:40:40
23.6
12.9
0.984
1-Dec-03
13:41:00
23.5
12.9
0.984
1-Dec-03
13:41:20
22.9
12.9
0.984
1-Dec-03
13:41:40
22
12.9
0.984
1-Dec-03
13:42:00
22.3
12.9
0.984
1-Dec-03
13:42:20
25.1
12.8
0.984
1-Dec-03
13:42:40
23.6
12.8
0.984
1-Dec-03
13:43:00
21
12.8
0.984
1-Dec-03
13:43:20
20.1
12.8
0.984
1-Dec-03
13:43:40
20.1
12.8
0.984
1-Dec-03
13:44:00
21.5
12.8
0.984
1-Dec-03
13:44:20
22.3
12.8
0.984
1-Dec-03
13:44:40
22.1
12.9
0.984
1-Dec-03
13:45:00
22.8
12.9
0.984
1-Dec-03
13:45:20
22.6
12.9
0.984
1-Dec-03
13:45:40
21.3
12.9
0.984
1-Dec-03
13:46:00
21
13
0.984
1-Dec-03
14:31:00
19.2
13
0.984
-------

Tim a
PM10 Mass
Amb Temp,
Amb Pres,
-/ale
i im©
Cone. Ug/mA3
Deg. C
Atm.
1-Dec-03
14:31:20
21.4
13
0.984
1-Dec-03
14:31:40
21.3
12.9
0.984
1-Dec-03
14:32:00
18
12.9
0.984
1-Dec-03
14:32:20
16.1
12.9
0.984
1-Dec-03
14:32:40
17.4
12.9
0.984
1-Dec-03
14:33:00
18.5
12.9
0.984
1-Dec-03
14:33:20
19.1
12.9
0.984
1-Dec-03
14:33:40
23.4
12.9
0.984
1-Dec-03
14:34:00
23.6
12.9
0.984
1-Dec-03
14:34:20
25.5
12.9
0.984
1-Dec-03
14:34:40
30
12.9
0.984
1-Dec-03
14:35:00
31
12.9
0.984
1-Dec-03
14:35:20
33.5
12.9
0.984
1-Dec-03
14:35:40
35.6
12.9
0.985
1-Dec-03
14:36:00
38.3
12.9
0.985
1-Dec-03
14:36:20
39.5
12.9
0.984
1-Dec-03
14:36:40
41.5
13
0.985
1-Dec-03
14:37:00
45.6
12.9
0.985
1-Dec-03
14:37:20
45.2
12.9
0.985
1-Dec-03
14:37:40
45.1
12.9
0.985
1-Dec-03
14:38:00
47.4
12.9
0.985
1-Dec-03
14:38:20
48.8
12.9
0.985
1-Dec-03
14:38:40
50.8
12.9
0.985
1-Dec-03
14:39:00
51.2
12.9
0.985
1-Dec-03
14:39:20
53.3
12.9
0.985
1-Dec-03
14:39:40
53.9
12.9
0.985
1-Dec-03
14:40:00
54.2
12.9
0.985
1-Dec-03
14:40:20
55.3
12.9
0.985
1-Dec-03
14:40:40
54.8
12.9
0.985
1-Dec-03
14:41:00
53.2
12.9
0.985
1-Dec-03
14:41:20
53.4
12.9
0.985
1-Dec-03
14:41:40
55.9
12.9
0.985
1-Dec-03
14:42:00
56.8
12.9
0.985
1-Dec-03
14:42:20
56.3
12.9
0.985
1-Dec-03
14:42:40
55.1
12.9
0.985
1-Dec-03
14:43:00
54.8
12.9
0.985
1-Dec-03
14:43:20
53.7
12.9
0.985
1-Dec-03
14:43:40
52.6
12.9
0.985
1-Dec-03
14:44:00
52.6
12.8
0.985
1-Dec-03
14:44:20
51.6
12.8
0.985
1-Dec-03
14:44:40
51.4
12.8
0.985
1-Dec-03
14:45:00
52
12.8
0.985
1-Dec-03
14:45:20
50.6
12.8
0.985
1-Dec-03
14:45:40
51.6
12.8
0.985
1-Dec-03
14:46:00
49.5
12.8
0.985
1-Dec-03
14:46:20
45.8
12.8
0.985
1-Dec-03
14:46:40
47.2
12.7
0.985
1-Dec-03
14:47:00
46.5
12.8
0.985
RMCC Central Mix TEOM Run 1.2,3	Page 22
-------
)oto
TimA
PM10 Mass
Amb Temp,
Amb Pres,
/Qlv
1 II1IC
Cone. Ug/mA3
Deg. C
Atm.
-Dec-03
14:47:20
44.2
12.8
0.985
-Dec-03
14:47:40
44
12.8
0.985
-Dec-03
14:48:00
44.4
12.8
0.985
-Dec-03
14:48:20
42.3
12.8
0.985
-Dec-03
14:48:40
41.7
12.8
0.985
-Dec-03
14:49:00
39.2
12.8
0.985
-Dec-03
14:49:20
38
12.8
0.985
-Dec-03
14:49:40
38.1
12.8
0.985
-Dec-03
14:50:00
37.2
12.8
0.985
-Dec-03
14:50:20
36.6
12.8
0.985
-Dec-03
14:50:40
36.4
12.8
0.985
-Dec-03
14:51:00
34.7
12.8
0.985
-Dec-03
14:51:20
33.6
12.8
0.985
-Dec-03
14:51:40
33.1
12.8
0.985
-Dec-03
14:52:00
32.4
12.8
0.985
-Dec-03
14:52:20
34.2
12.8
0.985
-Dec-03
14:52:40
33.7
12.7
0.985
-Dec-03
14:53:00
37.2
12.7
0.985
-Dec-03
14:53:20
39.5
12.7
0.985
-Dec-03
14:53:40
40.2
12.7
0.985
-Dec-03
14:54:00
41.6
12.7
0.985
-Dec-03
14:54:20
40.8
12.7
0.985
-Dec-03
14:54:40
38.6
12.7
0.985
-Dec-03
14:55:00
36.3
12.6
0.985
-Dec-03
14:55:20
34.1
12.6
0.985
-Dec-03
14:55:40
32.6
12.7
0.985
-Dec-03
14:56:00
31.2
12.7
0.985
-Dec-03
14:56:20
29.4
12.6
0.985
-Dec-03
14:56:40
26.8
12.7
0.985
-Dec-03
14:57:00
26.6
12.7
0.985
-Dec-03
14:57:20
26.6
12.7
0.985
-Dec-03
14:57:40
26
12.7
0.985
-Dec-03
14:58:00
24.2
12.7
0.985
-Dec-03
14:58:20
23.1
12.7
0.985
-Dec-03
14:58:40
23.5
12.6
0.985
-Dec-03
14:59:00
24
12.7
0.985
-Dec-03
14:59:20
25.1
12.7
0.985
-Dec-03
14:59:40
24.2
12.7
0.985
-Dec-03
15:00:00
25.4
12.7
0.985
-Dec-03
15:00:20
26.8
12.7
0.985
-Dec-03
15:00:40
26.9
12.7
0.985
-Dec-03
15:01:00
25.5
12.7
0.985
-Dec-03
15:01:20
25.9
12.7
0.985
-Dec-03
15:01:40
25.3
12.7
0.985
-Dec-03
15:02:00
27.7
12.7
0.985
-Dec-03
15:02:20
29.8
12.7
0.985
-Dec-03
15:02:40
30.9
12.7
0.985
-Dec-03
15:03:00
32.4
12.6
0.985
RMCC Central Mix TEOM Run 1,2.3	Page 23
-------
Date
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
1-Dec-03
rima
PM10 Mass
Amb Temp,
Amb Pres.
I llTlc
Cone. Ug/mA3
Deg. C
Atm.
15:03:20
35.1
12.6
0.985
15:03:40
36.9
12.6
0.985
15:04:00
38.8
12.6
0.985
15:04:20
40
12.6
0.985
15:04:40
39.4
12.7
0.985
15:05:00
40.2
12.7
0.985
15:05:20
43
12.7
0.985
15:05:40
44.8
12.7
0.985
15:06:00
44.8
12.7
0.985
15:06:20
42.8
12.7
0.985
15:06:40
41.3
12.7
0.985
15:07:00
40.6
12.8
0.985
15:07:20
41.3
12.8
0.985
15:07:40
41.2
12.8
0.985
15:08:00
42.1
12.8
0.985
15:08:20
42.1
12.8
0.985
15:08:40
43.2
12.8
0.985
15:09:00
44.8
12.8
0.985
15:09:20
43
12.8
0.985
15:09:40
43.9
12.7
0.985
15:10:00
43
12.8
0.985
15:10:20
43.4
12.7
0.985
15:10:40
43.6
12.8
0.985
15:11:00
44
12.8
0.985
15:11:20
45.2
12.8
0.985
15:11:40
43.9
12.8
0.985
15:12:00
41.6
12.8
0.985
15:12:20
41.1
12.8
0.985
15:12:40
37.7
12.7
0.985
15:13:00
36
12.7
0.985
15:13:20
34.4
12.7
0.985
15:13:40
33
12.7
0.985
15:14:00
34.3
12.7
0.985
15:14:20
36.1
12.7
0.985
15:14:40
38.2
12.7
0.985
15:15:00
37.6
12.7
0.985
15:15:20
41.5
12.7
0.985
15:15:40
43.7
12.6
0.985
15:16:00
44.7
12.6
0.985
15:16:20
46.2
12.6
0.985
15:16:40
48
12.6
0.985
15:17:00
49.6
12.6
0.986
15:17:20
51.3
12.6
0.986
15:17:40
53.4
12.6
0.986
15:18:00
56.5
12.6
0.986
15:18:20
54.2
12.6
0.986
15:18:40
52
12.6
0.986
15:19:00
50.8
12.6
0.986
RMCC Central Mix TEOM Run 1,2,3	Page 24
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PM10 Mass Amb Temp,
Date	Time « ., ,	^
Cone. Ug/mA3 Deg. C
11-Dec-03	15:35:20	46.2	12.3
11-Dec-03	15:35:40	45.3	12.3
11-Dec-03	15:36:00	43.1	12.3
11-Dec-03	15:36:20	43	12.3
11-Dec-03	15:36:40	44.6	12.3
11 -Dec-03	15:37:00	45.5	12.3
11 -Dec-03	15:37:20	45.5	12.3
11-Dec-03	15:37:40	45.3	12.3
11-Dec-03	15:38:00	45.4	12.3
57.9
38.1 Avg after 1243
Amb Pres,
Atm.
0.986
0.986
0.986
0.986
0.986
0.986
0.986
0.986
0.986 Stop Run # 3
Averages
RMCC Central Mix TEOM Run 1,2,3
52
-------
APPENDIX A3
S.T. WOOTEN CENTRAL MIX
PM10TEOM DATA
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
2-Mar-04
9:10:00
28.5
17.4
0.997
2-Mar-04
9:10:20
27.3
17.4
0.997
2-Mar-04
9:10:40
26.4
17.4
0.997
2-Mar-04
9:11:00
26
17.4
0.997
2-Mar-04
9:11:20
26
17.4
0.997
2-Mar-04
9:11:40
26.9
17.4
0.997
2-Mar-04
9:12:00
31.9
17.4
0.997
2-Mar-04
9:12:20
37.3
17.4
0.997
2-Mar-04
9:12:40
42.4
17.4
0.997
2-Mar-04
9:13:00
46.3
17.4
0.997
2-Mar-04
9:13:20
50.1
17.4
0.997
2-Mar-04
9:13:40
52.1
17.4
0.997
2-Mar-04
9:14:00
54.8
17.4
0.997
2-Mar-04
9:14:20
57
17.4
0.997
2-Mar-04
9:14:40
57.8
17.4
0.997
2-Mar-04
9:15:00
59.5
17.4
0.997
2-Mar-04
9:15:20
60.2
17.4
0.997
2-Mar-04
9:15:40
61.6
17.4
0.997
2-Mar-04
9:16:00
63.5
17.4
0.997
2-Mar-04
9:16:20
65.5
17.4
0.997
2-Mar-04
9:16:40
68
17.4
0.997
2-Mar-04
9:17:00
70.6
17.4
0.997
2-Mar-04
9:17:20
72.9
17.5
0.997
2-Mar-04
9:17:40
75.4
17.5
0.997
2-Mar-04
9:18:00
76.8
17.5
0.997
2-Mar-04
9:18:20
77.6
17.5
0.997
2-Mar-04
9:18:40
77.9
17.6
0.997
2-Mar-04
9:19:00
78.1
17.6
0.997
2-Mar-04
9:19:20
79.4
17.6
0.997
2-Mar-04
9:19:40
82.5
17.6
0.997
2-Mar-04
9:20:00
89.5
17.6
0.997
2-Mar-04
9:20:20
102.8
17.6
0.997
2-Mar-04
9:20:40
117.2
17.7
0.997
2-Mar-04
9:21:00
128.9
17.7
0.997
2-Mar-04
9:21:20
138.8
17.7
0.997
2-Mar-04
9:21:40
147.7
17.7
0.997
2-Mar-04
9:22:00
155.5
17.7
0.997
2-Mar-04
9:22:20
162
17.7
0.997
2-Mar-04
9:22:40
166,3
17.8
0.997
2-Mar-04
9:23:00
169.2
17.8
0.997
2-Mar-04
9:23:20
170.8
17.8
0.997
2-Mar-04
9:23:40
170.7
17.8
0.997
2-Mar-04
9:24:00
171
17.8
0.997
2-Mar-04
9:24:20
169.4
17.8
0.997
2-Mar-04
9:24:40
167.7
17.8
0.997
2-Mar-04
9:25:00
166
17.8
0.997
2-Mar-04
9:25:20
162.2
17.8
0.997
2-Mar-04
9:25:40
158.6
17.8
0.997
2-Mar-04
9:26:00
155.4
17.8
0.997
2-Mar-04
9:26:20
150.8
17.8
0.997
S.T. Wooten Array TEOM Data
54
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
2-Mar-Q4
9:26:40
146.5
17.8
0.997
2-Mar-04
9:27:00
142
17.8
0.997
2-Mar-04
9:27:20
138.3
17.8
0.997
2-Mar-04
9:27:40
133.9
17.8
0.997
2-Mar-04
9:28:00
129.3
17.8
0.997
2-Mar-04
9:28:20
124.7
17.8
0.997
2-Mar-04
9:28:40
120.5
17.8
0.997
2-Mar-04
9:29:00
116.6
17.8
0.997
2-Mar-04
9:29:20
115.9
17.8
0.997
2-Mar-04
9:29:40
121.3
17.8
0.997
2-Mar-04
9:30:00
132.2
17.8
0.997
2-Mar-Q4
9:30:20
143.5
17.8
0.997
2-Mar-04
9:30:40
152.9
17.9
0.997
2-Mar-04
9:31:00
161
17.9
0.997
2-Mar-04
9:31:20
168
17.9
0.997
2-Mar-04
9:31:40
174.5
17.9
0.997
2-Mar-04
9:32:00
179.9
17.9
0.997
2-Mar-04
9:32:20
183.5
17.9
0.997
2-Mar-04
9:32:40
185.8
18
0.997
2-Mar-04
9:33:00
186.6
18
0.997
2-Mar-04
9:33:20
185.9
18
0.997
2-Mar-04
9:33:40
184.7
18.1
0.998
2-Mar-04
9:34:00
182.3
18.1
0.998
2-Mar-04
9:34:20
179.2
18.1
0.998
2-Mar-04
9:34:40
175.9
18.2
0.998
2-Mar-04
9:35:00
171.6
18.2
0.998
2-Mar-04
9:35:20
166.8
18.2
0.998
2-Mar-04
9:35:40
162
18.3
0.998
2-Mar-04
9:36:00
156.8
18.3
0.998
2-Mar-04
9:36:20
152
18.3
0.998
2-Mar-04
9:36:40
147.3
18.4
0.998
2-Mar-04
9:37:00
142.1
18.4
0.997
2-Mar-04
9:37:20
137.1
18.4
0.997
2-Mar-04
9:37:40
131.9
18.5
0.998
2-Mar-04
9:38:00
126.6
18.5
0.997
2-Mar-04
9:38:20
121.7
18.5
0.997
2-Mar-04
9:38:40
116.6
18.5
0.997
2-Mar-04
9:39:00
112.2
18.6
0.997
2-Mar-04
9:39:20
107.6
18.6
0.997
2-Mar-04
9:39:40
102.8
18.5
0.997
2-Mar-04
9:40:00
98.6
18.5
0.997
2-Mar-04
9:40:20
93.7
18.6
0.997
2-Mar-04
9:40:40
90
18.6
0.997
2-Mar-04
9:41:00
86
18.6
0.997
2-Mar-04
9:41:20
82.3
18.6
0.997
2-Mar-04
9:41:40
78.8
18.6
0.997
2-Mar-04
9:42:00
75.6
18.6
0.997
2-Mar-04
9:42:20
72.2
18.6
0.997
2-Mar-04
9:42:40
70.3
18.6
0.997
2-Mar-04
9:43:00
69.3
18.6
0.997
S.T. Wooten Array TEOM Data
55
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
2-Mar-04
9:43:20
67.9
18.6
0.997
2-Mar-04
9:43:40
66.2
18.6
0.997
2-Mar-04
9:44:00
65
18.6
0.997
2-Mar-04
9:44:20
63.6
18.6
0.997
2-Mar-04
9:44:40
62.2
18.6
0.997
2-Mar-04
9:45:00
60.9
18.5
0.997
2-Mar-04
9:45:20
59.4
18.5
0.997
2-Mar-04
9:45:40
58.3
18.5
0.997
2-Mar-04
9:46:00
56.9
18.5
0.997
2-Mar-04
9:46:20
55.4
18.5
0.997
2-Mar-04
9:46:40
54.2
18.5
0.997
2-Mar-04
9:47:00
52.9
18.5
0.997
2-Mar-04
9:47:20
51.9
18.5
0.997
2-Mar-04
9:47:40
50.8
18.5
0.997
2-Mar-04
9:48:00
51
18.5
0.997
2-Mar-04
9:48:20
51.7
18.5
0.997
2-Mar-04
9:48:40
52.3
18.5
0.997
2-Mar-04
9:49:00
53
18.5
0.997
2-Mar-04
9:49:20
53.7
18.6
0.997
2-Mar-04
9:49:40
53.4
18.6
0.997
2-Mar-04
9:50:00
53.2
18.7
0.997
2-Mar-04
9:50:20
53.2
18.7
0.997
2-Mar-04
9:50:40
52.8
18.7
0.997
2-Mar-04
9:51:00
52.2
18.7
0.997
2-Mar-04
9:51:20
50.9
18.8
0.997
2-Mar-04
9:51:40
49.9
18.8
0.997
2-Mar-04
9:52:00
49.9
18.8
0.997
2-Mar-04
9:52:20
50.3
18.8
0.997
2-Mar-04
9:52:40
50
18.8
0.997
2-Mar-04
9:53:00
49.2
18.8
0.997
2-Mar-04
9:53:20
48.3
18.8
0.997
2-Mar-04
9:53:40
48
18.8
0.997
2-Mar-04
9:54:00
47.1
18.9
0.997
2-Mar-04
9:54:20
45.2
18.9
0.997
2-Mar-04
9:54:40
43.8
18.9
0.997
2-Mar-04
9:55:00
42
18.9
0.997
2-Mar-04
9:55:20
41.7
18.9
0.997
2-Mar-04
9:55:40
40.6
18.9
0.997
2-Mar-04
9:56:00
39.4
18.9
0.997
2-Mar-04
9:56:20
38.1
18.9
0.997
2-Mar-04
9:56:40
36.9
18.9
0.997
2-Mar-04
9:57:00
36.1
18.9
0.997
2-Mar-04
9:57:20
36
18.9
0.997
2-Mar-04
9:57:40
35.3
18.9
0.997
2-Mar-04
9:58:00
34.8
18.9
0.997
2-Mar-04
9:58:20
34.2
18.9
0.997
2-Mar-04
9:58:40
33.4
18.9
0.997
2-Mar-04
9:59:00
32.8
18.9
0.997
2-Mar-04
9:59:20
32.1
18.9
0.997
2-Mar-04
9:59:40
31.8
18.9
0.997
S.T. Wooten Array TEOM Data
56
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03
CO
CD
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
2-Mar-04
11:17:00
498.6
19.5
0.997
2-Mar-04
11:17:20
505.7
19.5
0.997
2-Mar-04
11:17:40
510.6
19.5
0.997
2-Mar-04
11:18:00
513.1
19.5
0.997
2-Mar-04
11:18:20
512
19.5
0.997
2-Mar-04
11:18:40
508 7
19.5
0.997
2-Mar-04
11:19:00
502.6
19.4
0.997
2-Mar-04
11:19:20
494.5
19.4
0.997
2-Mar-04
11:19:40
485.5
19.4
0.997
2-Mar-04
11:20:00
480.8
19.4
0.997
2-Mar-04
11:20:20
484.1
19.4
0.997
2-Mar-04
11:20:40
496.1
19.4
0.997
2-Mar-04
11:21:00
511
19.4
0.997
2-Mar-04
11:21:20
524
19.4
0.997
2-Mar-04
11:21:40
534.4
19.4
0.997
2-Mar-04
11:22:00
541.4
19.4
0.997
2-Mar-04
11:22:20
545.3
19.4
0.997
2-Mar-04
11:22:40
545.1
19.4
0.997
2-Mar-04
11:23:00
542.9
19.4
0.997
2-Mar-04
11:23:20
539.2
19.4
0,997
2-Mar-04
11:23:40
534.5
19.3
0.997
2-Mar-04
11:24:00
527.6
19.3
0.997
2-Mar-04
11:24:20
519.6
19.4
0.997
2-Mar-04
11:24:40
509.9
19.4
0.997
2-Mar-04
11:25:00
499.5
19.4
0.997
2-Mar-04
11:25:20
488
19.3
0.997
2-Mar-04
11:25:40
475.3
19.4
0.997
2-Mar-04
11:26:00
463.8
19.3
0.997
2-Mar-04
11:26:20
452.3
19.3
0.997
2-Mar-04
11:26:40
440
19.3
0.997
2-Mar-04
11:27:00
426.9
19.4
0.997
2-Mar-04
11:27:20
413.7
19.3
0.997
2-Mar-Q4
11:27:40
400.1
19.4
0.997
2-Mar-04
11:28:00
387.3
19.3
0.997
2-Mar-04
11:28:20
374.2
19.3
0.997
2-Mar-04
11:28:40
360.9
19.3
0.997
2-Mar-04
11:29:00
348.1
19.3
0.997
2-Mar-04
11:29:20
335.4
19.3
0.997
2-Mar-04
11:29:40
322.6
19.3
0.997
2-Mar-04
11:30:00
310.1
19.3
0.997
2-Mar-04
11:30:20
297 5
19.3
0.997
2-Mar-04
11:30:40
287.9
19.3
0.997
2-Mar-04
11:31:00
279.7
19.3
0.997
2-Mar-04
11:31:20
272.1
19.3
0.997
2-Mar-04
11:31:40
266.6
19.3
0.997
2-Mar-04
11:32:00
268.7
19.3
0.997
2-Mar-04
11:32:20
279.6
19.3
0.997
2-Mar-04
11:32:40
301.2
19.3
0.997
2-Mar-04
11:33:00
335.8
19.3
0.997
2-Mar-04
11:33:20
386,5
19.3
0.997
S.T. Wooten Array TEOM Data
58
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
2-Mar-04
11:33:40
457.6
19.3
0.997
2-Mar-04
11:34:00
554.7
19.3
0.997
2-Mar-04
11:34:20
677.7
19.3
0.997
2-Mar-04
11:34:40
784.7
19.4
0.997
2-Mar-04
11:35:00
870.2
19.4
0.997
2-Mar-04
11:35:20
935.6
19.4
0.997
2-Mar-04
11:35:40
984.6
19.4
0.997
2-Mar-04
11:36:00
1018.4
19.5
0.997
2-Mar-04
11:36:20
1040
19.5
0.997
2-Mar-04
11:36:40
1050.5
19.5
0.997
2-Mar-04
11:37:00
1053.2
19.5
0.997
2-Mar-04
11:37:20
1049.1
19.5
0.997
2-Mar-04
11:37:40
1039.1
19.6
0.997
2-Mar-04
11:38:00
1024.9
19.6
0.997
2-Mar-04
11:38:20
1006.8
19.5
0.997
2-Mar-04
11:38:40
985.3
19.5
0.997
2-Mar-04
11:39:00
960.4
19.5
0.997
2-Mar-04
11:39:20
933.4
19.5
0.997
2-Mar-04
11:39:40
904.9
19.5
0.997
2-Mar-04
11:40:00
875.5
19.5
0.997
2-Mar-04
11:40:20
845.7
19.5
0.997
2-Mar-04
11:40:40
814.9
19.5
0.997
2-Mar-04
11:41:00
783.3
19.5
0.997
2-Mar-04
11:41:20
752.2
19.5
0.997
2-Mar-04
11:41:40
721.5
19.5
0.997
2-Mar-04
11:42:00
691.1
19.4
0.997
2-Mar-04
11:42:20
661.5
19.4
0.997
2-Mar-04
11:42:40
633
19.4
0.997
2-Mar-04
11:43:00
605.1
19.4
0.997
2-Mar-04
11:43:20
578.7
19.4
0.997
2-Mar-04
11:43:40
552.2
19.4
0.997
2-Mar-04
11:44:00
527.7
19.3
0.997
2-Mar-04
11:44:20
505.7
19.3
0.997
2-Mar-04
11:44:40
485.1
19.3
0.997
2-Mar-04
11:45:00
465
19.3
0.997
2-Mar-04
11:45:20
445
19.3
0.997
2-Mar-04
11:45:40
425.7
19.3
0.997
2-Mar-04
11:46:00
407.4
19.3
0.997
2-Mar-04
11:46:20
390
19.3
0.997
2-Mar-04
11:46:40
375.9
19.3
0.997
2-Mar-04
11:47:00
366.9
19.3
0.997
2-Mar-04
11:47:20
363.9
19.3
0.997
2-Mar-04
11:47:40
367.9
19.3
0.997
2-Mar-04
11:48:00
380.6
19.3
0.997
2-Mar-04
11:48:20
403.7
19.3
0.997
2-Mar-04
11:48:40
428.1
19.4
0.997
2-Mar-04
11:49:00
447.2
19.4
0.997
2-Mar-04
11:49:20
460.4
19.4
0.997
2-Mar-04
11:49:40
469.8
19.3
0.997
2-Mar-04
11:50:00
474.9
19.3
0.997
S.T. Wooten Array TEOM Data
59
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
2-Mar-04
11:50:20
478
19.4
0.997
2-Mar-Q4
11:50:40
481.4
19.4
0.997
2-Mar-04
11:51:00
484.7
19.4
0.997
2-Mar-04
11:51:20
489.9
19.4
0.997
2-Mar-04
11:51:40
495.2
19.4
0.997
2-Mar-04
11:52:00
498.4
19.4
0.997
2-Mar-04
11:52:20
499.1
19.4
0.997
2-Mar-04
11:52:40
497.9
19.4
0.997
2-Mar-04
11:53:00
494.2
19.4
0.997
2-Mar-04
11:53:20
488.3
19.5
0.997
2-Mar-04
11:53:40
480.4
19.5
0.997
2-Mar-04
11:54:00
470.6
19.5
0.997
2-Mar-04
11:54:20
459.3
19.5
0.997
2-Mar-04
11:54:40
447.2
19.5
0.997
2-Mar-04
11:55:00
434.1
19.4
0.997
2-Mar-04
11:55:20
420.6
19.5
0.997
2-Mar-04
11:55:40
407.1
19.5
0.997
2-Mar-04
11:56:00
393.8
19.5
0.997
2-Mar-04
11:56:20
380.3
19.5
0.997
2-Mar-04
11:56:40
366.1
19.5
0.997
2-Mar-04
11:57:00
352.5
19.5
0.997
2-Mar-04
11:57:20
339.1
19.5
0.997
2-Mar-04
11:57:40
325.7
19.5
0.997
2-Mar-04
11:58:00
313.3
19.5
0.997
2-Mar-04
11:58:20
300.9
19.5
0.997
2-Mar-04
11:58:40
288.5
19.5
0.997
2-Mar-04
11:59:00
276
19.6
0.997
2-Mar-04
11:59:20
264.4
19.6
0.997
2-Mar-04
11:59:40
253.5
19.6
0.997
2-Mar-04
12:00:00
242.5
19.6
0.997
2-Mar-04
12:00:20
232.6
19.5
0.997
2-Mar-04
12:00:40
222.7
19.5
0.997
2-Mar-04
12:01:00
213.3
19.5
0.997
2-Mar-04
12:01:20
204.7
19.5
0.997
2-Mar-04
12:01:40
196.5
19.5
0.997
2-Mar-04
12:02:00
188.1
19.5
0.997
2-Mar-04
12:02:20
179.9
19.5
0.997
2-Mar-04
12:02:40
171,8
19.5
0.997
2-Mar-04
12:03:00
164.8
19.5
0.997
2-Mar-04
12:03:20
157.9
19.5
0.997
2-Mar-04
12:03:40
151.9
19.5
0.997
2-Mar-04
12:04:00
145.8
19.5
0.997
2-Mar-04
12:04:20
140.2
19.5
0.997
2-Mar-04
12:04:40
134.4
19.4
0.997
2-Mar-04
12:05:00
129.1
19.5
0.997
2-Mar-04
12:05:20
123.8
19.4
0.997
2-Mar-04
12:05:40
118.4
19.4
0.997
2-Mar-04
12:06:00
113.5
19.4
0.997
2-Mar-04
12:06:20
109.2
19.4
0.997
2-Mar-04
12:06:40
106.3
19.4
0.997
S.T. Woolen Array TEOM Data
60
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
2-Mar-04
12:07:00
103.8
19.4
0.997
2-Mar-04
12:07:20
101.1
19.4
0.997
2-Mar-04
12:07:40
98.8
19.4
0.997
2-Mar-04
12:08:00
95.9
19.4
0.997
2-Mar-04
12:08:20
95.6
19.4
0.997
2-Mar-04
12:08:40
99.7
19.4
0.997
2-Mar-04
12:09:00
106.4
19.3
0.997
2-Mar-04
12:09:20
113.3
19.3
0.997
2-Mar-04
12:09:40
118.4
19.3
0.997
2-Mar-04
12:10:00
122.2
19.3
0.997
2-Mar-04
12:10:20
125.3
19.3
0.997
2-Mar-04
12:10:40
127.6
19.3
0.997
2-Mar-04
12:11:00
131.5
19.3
0.997
2-Mar-04
12:11:20
135.7
19.3
0.997
2-Mar-04
12:11:40
139.1
19.3
0.997
2-Mar-04
12:12:00
144.1
426.7
19.3
0.997
Average
2-Mar-04
13:04:00
396.7
18.8
0.996
2-Mar-04
13:04:20
385.6
18.8
0.996
2-Mar-04
13:04:40
374.2
18.8
0.996
2-Mar-04
13:05:00
361.5
18.8
0.996
2-Mar-04
13:05:20
348.8
18.8
0.996
2-Mar-04
13:05:40
336
18.8
0.996
2-Mar-04
13:06:00
326.8
18.8
0.996
2-Mar-04
13:06:20
323.5
18.8
0.996
2-Mar-04
13:06:40
327.2
18.8
0.996
2-Mar-04
13:07:00
339.2
18.9
0.996
2-Mar-04
13:07:20
359.2
18.9
0.996
2-Mar-04
13:07:40
379.8
18.9
0.996
2-Mar-04
13:08:00
398.4
18.9
0.996
2-Mar-04
13:08:20
416.6
18.9
0.996
2-Mar-04
13:08:40
436.1
18.9
0.996
2-Mar-04
13:09:00
454.9
18.9
0.996
2-Mar-04
13:09:20
470.1
18.9
0.996
2-Mar-04
13:09:40
482.2
18.9
0.996
2-Mar-04
13:10:00
491.8
18.9
0.996
2-Mar-04
13:10:20
500.2
18.9
0.996
2-Mar-04
13:10:40
505.9
18.9
0.996
2-Mar-04
13:11:00
509.3
18.9
0.996
2-Mar-04
13:11:20
511.4
18.9
0.996
2-Mar-04
13:11:40
512.8
18.9
0.996
2-Mar-04
13:12:00
515.2
19
0.996
2-Mar-04
13:12:20
521.9
19
0.996
2-Mar-04
13:12:40
534.3
19
0.996
2-Mar-04
13:13:00
551.8
19
0.996
2-Mar-04
13:13:20
567.7
19
0.996
2-Mar-04
13:13:40
579.8
19
0.996
S.T. Wooten Array TEOM Data
61
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
2-Mar-04
13:14:00
588.6
19
0.996
2-Mar-Q4
13:14:20
595
19
0.996
2-Mar-04
13:14:40
598.5
19
0.996
2-Mar-04
13:15:00
599.1
19
0.996
2-Mar-04
13:15:20
596.2
19
0.996
2-Mar-04
13:15:40
592.1
19
0.996
2-Mar-04
13:16:00
586
19
0.996
2-Mar-Q4
13:16:20
577.8
19
0.996
2-Mar-04
13:16:40
567.3
19
0.996
2-Mar-04
13:17:00
555.1
19
0.996
2-Mar-04
13:17:20
542
19
0.996
2-Mar-04
13:17:40
527.7
19
0.996
2-Mar-04
13:18:00
513
19
0.996
2-Mar-04
13:18:20
497.4
18.9
0.996
2-Mar-04
13:18:40
482
18.9
0.996
2-Mar-04
13:19:00
465.6
18.9
0.996
2-Mar-04
13:19:20
449.5
18.9
0.996
2-Mar-04
13:19:40
432.7
18.9
0,996
2-Mar-04
13:20:00
415.8
18.9
0.996
2-Mar-04
13:20:20
398.8
18.9
0.996
2-Mar-04
13:20:40
382.6
18.9
0.996
2-Mar-04
13:21:00
366.4
18.9
0.996
2-Mar-Q4
13:21:20
350.6
18.9
0.996
2-Mar-04
13:21:40
335.6
18.9
0.996
2-Mar-04
13:22:00
321
18.9
0.996
2-Mar-04
13:22:20
307.1
18.9
0.996
2-Mar-04
13:22:40
295
18.9
0.996
2-Mar-04
13:23:00
287.4
18.9
0.996
2-Mar-04
13:23:20
285
18.9
0.996
2-Mar-04
13:23:40
288.8
18.9
0.996
2-Mar-04
13:24:00
299.9
18.9
0.996
2-Mar-04
13:24:20
320.2
18.9
0.996
2-Mar-04
13:24:40
351.7
18.9
0.996
2-Mar-04
13:25:00
397.6
18.9
0.996
2-Mar-04
13:25:20
460.8
18.9
0.996
2-Mar-04
13:25:40
518.9
18.9
0.996
2-Mar-04
13:26:00
564.2
18.9
0.996
2-Mar-04
13:26:20
597.9
19
0.996
2-Mar-04
13:26:40
621.8
19
0.996
2-Mar-04
13:27:00
637.4
19
0.996
2-Mar-04
13:27:20
646.8
19
0.996
2-Mar-04
13:27:40
650.9
19
0.996
2-Mar-04
13:28:00
650.9
19.1
0.996
2-Mar-04
13:28:20
646.8
19.1
0.996
2-Mar-04
13:28:40
638.7
19.1
0.996
2-Mar-04
13:29:00
627.5
19.1
0.996
2-Mar-04
13:29:20
614.8
19.1
0.996
2-Mar-04
13:29:40
600.2
19.1
0.996
2-Mar-04
13:30:00
583.3
19.1
0.996
2-Mar-04
13:30:20
565.7
19.1
0.996
S.T. Wooten Array TEOM Data
62
-------
Date
Time
PM10 Mass
AmbTemp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
2-Mar-04
13:30:40
547.6
19.2
0.996
2-Mar-04
13:31:00
528.8
19.2
0.996
2-Mar-04
13:31:20
509.9
19.2
0.996
2-Mar-04
13:31:40
490.9
19.2
0.996
2-Mar-04
13:32:00
471.9
19.2
0.996
2-Mar-04
13:32:20
453.6
19.2
0.996
2-Mar-04
13:32:40
435.3
19.2
0.996
2-Mar-04
13:33:00
417.3
19.2
0.996
2-Mar-04
13:33:20
399.9
19.3
0.996
2-Mar-04
13:33:40
382.3
19.3
0.996
2-Mar-04
13:34:00
365.3
19.3
0.996
2-Mar-04
13:34:20
349
19.3
0.996
2-Mar-04
13:34:40
332.9
19.3
0.996
2-Mar-04
13:35:00
317.8
19.4
0.996
2-Mar-04
13:35:20
303.5
19.4
0.996
2-Mar-04
13:35:40
289.8
19.4
0.996
2-Mar-04
13:36:00
276.5
19.4
0.996
2-Mar-04
13:36:20
263.5
19.4
0.996
2-Mar-04
13:36:40
251.5
19.5
0.996
2-Mar-04
13:37:00
240.8
19.5
0.996
2-Mar-04
13:37:20
230.1
19.5
0.996
2-Mar-04
13:37:40
220.2
19.5
0.996
2-Mar-04
13:38:00
210.3
19.6
0.996
2-Mar-04
13:38:20
200.9
19.6
0.996
2-Mar-04
13:38:40
192.2
19.6
0.996
2-Mar-04
13:39:00
184.2
19.6
0.996
2-Mar-04
13:39:20
176.6
19.7
0.996
2-Mar-04
13:39:40
168.9
19.7
0.996
2-Mar-04
13:40:00
161.8
19.7
0.996
2-Mar-04
13:40:20
155.3
19.7
0.996
2-Mar-04
13:40:40
148.8
19.7
0.996
2-Mar-04
13:41:00
143.1
19.7
0.996
2-Mar-04
13:41:20
137.8
19.7
0.996
2-Mar-04
13:41:40
132.6
19.7
0.996
2-Mar-04
13:42:00
127.6
19.7
0.996
2-Mar-04
13:42:20
122.7
19.7
0.996
2-Mar-04
13:42:40
119.1
19.8
0.996
2-Mar-04
13:43:00
115.5
19.8
0.996
2-Mar-04
13:43:20
111.7
19.8
0.996
2-Mar-04
13:43:40
107.3
19.8
0.996
2-Mar-04
13:44:00
104
19.8
0.996
2-Mar-04
13:44:20
100.8
19.8
0.996
2-Mar-04
13:44:40
98
19.9
0.996
2-Mar-04
13:45:00
95.4
19.9
0.996
2-Mar-04
13:45:20
92.6
19.9
0.996
2-Mar-04
13:45:40
94.8
19.9
0.996
2-Mar-04
13:46:00
105.5
19.9
0.996
2-Mar-04
13:46:20
126.1
19.9
0.996
2-Mar-04
13:46:40
158.4
19.9
0.996
2-Mar-04
13:47:00
202.2
19.9
0.996
S.T. Wooten Array TEOM Data
63
-------
Date
Time
PM1G Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
2-Mar-04
13:47:20
260.8
19.9
0.996
2-Mar-04
13:47:40
320.2
19.9
0.996
2-Mar-04
13:48:00
371.9
20
0.996
2-Mar-04
13:48:20
413.7
20
0.996
2-Mar-04
13:48:40
446.4
20
0.996
2-Mar-04
13:49:00
471
20
0.996
2-Mar-04
13:49:20
489.1
20
0.996
2-Mar-04
13:49:40
501.3
20
0.996
2-Mar-04
13:50:00
509.1
20.1
0.996
2-Mar-04
13:50:20
512.4
20.1
0.996
2-Mar-04
13:50:40
512.4
20.1
0.996
2-Mar-04
13:51:00
512.4
20.1
0.996
2-Mar-04
13:51:20
513.6
20.1
0.996
2-Mar-04
13:51:40
517.8
20.1
0.996
2-Mar-04
13:52:00
527.5
20.2
0.996
2-Mar-04
13:52:20
543.3
20.2
0.996
2-Mar-04
13:52:40
558.2
20.2
0.996
2-Mar-04
13:53:00
568.8
20.2
0.996
2-Mar-04
13:53:20
575.4
20.2
0.996
2-Mar-04
13:53:40
577.8
20.3
0.996
2-Mar-04
13:54:00
576.4
20.3
0.996
2-Mar-04
13:54:20
572.1
20.3
0.996
2-Mar-04
13:54:40
565.3
20.3
0.996
2-Mar-04
13:55:00
556.7
20.4
0.996
2-Mar-04
13:55:20
546.3
20.4
0.996
2-Mar-04
13:55:40
534.4
20.4
0.996
2-Mar-04
13:56:00
520.9
20.4
0.996
2-Mar-04
13:56:20
506.2
20.5
0.996
2-Mar-04
13:56:40
491.5
20.5
0.996
2-Mar-04
13:57:00
475.5
20.5
0.996
2-Mar-04
13:57:20
460,4
20.5
0.996
2-Mar-04
13:57:40
444.9
20.5
0.995
2-Mar-04
13:58:00
429.2
20.6
0.995
2-Mar-04
13:58:20
413.7
20.6
0.995
2-Mar-04
13:58:40
398.4
20.6
0.995
2-Mar-04
13:59:00
382.6
20.6
0.995
2-Mar-04
13:59:20
367.7
20.6
0.995
2-Mar-04
13:59:40
353
20.6
0.995
2-Mar-04
14:00:00
338.1
20.6
0.995
2-Mar-04
14:00:20
324.1
20.6
0.995
2-Mar-04
14:00:40
310.2
20.6
0.995
2-Mar-04
14:01:00
296.8
20.6
0.995
2-Mar-04
14:01:20
283.8
20.6
0.995
2-Mar-04
14:01:40
270.8
20.6
0.995
2-Mar-04
14:02:00
261.8
20.6
0.995
2-Mar-04
14:02:20
260
20.6
0.995
2-Mar-04
14:02:40
266.1
20.6
0.995
2-Mar-04
14:03:00
281.7
20.6
0.995
2-Mar-04
14:03:20
308.8
20.6
0.995
2-Mar-04
14:03:40
350.1
20.6
0.995
S.T. Wooten Array TEOM Data
64
-------
Date	Time
PMIOMass	AmbTemp,	AmbPres,
Cone. Ug/mA3	Deg. C	Atm.
2-Mar-04 14:04:00 409.1	20.6	0.995
2-Mar-04 14:04:20 490.5	20.6	0.995
2-Mar-04 14:04:40 600.6	20.6	0.995
2-Mar-04 14:05:00 745.2	20.6	0.995 Stop Run #3
402.626087	Average
S.T. Wooten Array TEOM Data
65
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres.
Cone. Ug/mA3
Deg. C
Atm.
2-Mar-04
9:10:00
916.2
16.8
0.999
2-Mar-04
9:10:20
921.6
16.8
0.999
2-Mar-04
9:10:40
923.7
16.8
0.999
2-Mar-04
9:11:00
928.3
16.9
0.999
2-Mar-04
9:11:20
935.7
16.8
0.999
2-Mar-04
9:11:40
942.2
16.8
0.999
2-Mar-04
9:12:00
951.8
16.8
0.999
2-Mar-04
9:12:20
964.6
16.8
0.999
2-Mar-04
9:12:40
974.5
16.8
0.999
2-Mar-04
9:13:00
983.8
16.8
0.999
2-Mar-04
9:13:20
988.7
16.8
0.999
2-Mar-04
9:13:40
991
16.8
0.999
2-Mar-04
9:14:00
993.5
16.8
0.999
2-Mar-04
9:14:20
991.5
16.8
0.999
2-Mar-04
9:14:40
988.9
16.8
0.999
2-Mar-04
9:15:00
987.1
16.8
0.999
2-Mar-04
9:15:20
982.7
16.8
0.999
2-Mar-04
9:15:40
979.4
16.8
0.999
2-Mar-04
9:16:00
981.2
16.9
0.999
2-Mar-04
9:16:20
981.7
16.9
0.999
2-Mar-04
9:16:40
983
16.9
0.999
2-Mar-04
9:17:00
981.4
16.9
0.999
2-Mar-04
9:17:20
976.3
17
0.999
2-Mar-04
9:17:40
972.9
17
0.999
2-Mar-04
9:18:00
972.7
17
0.999
2-Mar-04
9:18:20
976.5
17
0.999
2-Mar-04
9:18:40
985.2
17
0.999
2-Mar-04
9:19:00
992.3
17
0.999
2-Mar-04
9:19:20
998.2
17.1
0.999
2-Mar-04
9:19:40
1002.4
17.1
0.999
2-Mar-04
9:20:00
1002.9
17.1
0.999
2-Mar-04
9:20:20
1005.7
17.1
0.999
2-Mar-04
9:20:40
1007.6
17.1
0.999
2-Mar-04
9:21:00
1006.5
17.1
0.999
2-Mar-04
9:21:20
1005.6
17.1
0.999
2-Mar-04
9:21:40
1001.2
17.2
0.999
2-Mar-04
9:22:00
994.9
17.2
0.999
2-Mar-04
9:22:20
992.6
17.2
0.999
2-Mar-04
9:22:40
990.8
17.2
0.999
2-Mar-04
9:23:00
987.3
17.2
0.999
2-Mar-04
9:23:20
986.9
17.2
0.999
2-Mar-04
9:23:40
983.8
17.2
0.999
2-Mar-04
9:24:00
980.3
17.2
0.999
2-Mar-04
9:24:20
974.6
17.2
0.999
2-Mar-04
9:24:40
965.9
17.2
0.999
2-Mar-04
9:25:00
957.4
17.2
0.999
2-Mar-04
9:25:20
945.6
17.2
0.999
2-Mar-04
9:25:40
931.5
17.2
0.999
2-Mar-04
9:26:00
918.9
17.2
0.999
2-Mar-04
9:26:20
905.4
17.2
0.999
S.T. Wooten Baghouse TEOM Data
66
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg.C
Atm.
2-Mar-04
9:26:40
892.6
17.3
0.999
2-Mar-04
9:27:00
884.4
17.2
0.999
2-Mar-04
9:27:20
883.5
17.2
0.999
2-Mar-04
9:27:40
890.8
17.2
0.999
2-Mar-04
9:28:00
900.6
17.2
0.999
2-Mar-04
9:28:20
911.1
17.3
0.999
2-Mar-04
9:28:40
920.9
17.2
0.999
2-Mar-04
9:29:00
928
17.3
0.999
2-Mar-04
9:29:20
931.2
17.2
0.999
2-Mar-04
9:29:40
934
17.3
0.999
2-Mar-04
9:30:00
938.2
17.3
0.999
2-Mar-04
9:30:20
939.2
17.3
0.999
2-Mar-04
9:30:40
940.4
17.3
0.999
2-Mar-04
9:31:00
938.1
17.3
0.999
2-Mar-04
9:31:20
933.6
17.3
0.999
2-Mar-04
9:31:40
932
17.3
0.999
2-Mar-04
9:32:00
929.7
17.4
0.999
2-Mar-04
9:32:20
928
17.4
0.999
2-Mar-04
9:32:40
930.8
17.4
0.999
2-Mar-04
9:33:00
930.3
17.4
0.999
2-Mar-04
9:33:20
929.6
17.4
0.999
2-Mar-04
9:33:40
928.6
17.5
0.999
2-Mar-04
9:34:00
924.3
17.5
0.999
2-Mar-04
9:34:20
921.9
17.5
0.999
2-Mar-04
9:34:40
918.8
17.5
0.999
2-Mar-04
9:35:00
912.5
17.6
0.999
2-Mar-Q4
9:35:20
906.6
17.6
0.999
2-Mar-04
9:35:40
897.1
17.6
0.999
2-Mar-04
9:36:00
885.3
17.6
0.999
2-Mar-04
9:36:20
875.3
17.7
0.999
2-Mar-04
9:36:40
863.4
17.7
0.999
2-Mar-04
9:37:00
851.4
17.7
0.999
2-Mar-04
9:37:20
839.2
17.8
0.999
2-Mar-04
9:37:40
826.1
17.8
0.999
2-Mar-04
9:38:00
816.3
17.8
0.999
2-Mar-04
9:38:20
813.1
17.8
0.999
2-Mar-04
9:38:40
810.7
17.8
0.999
2-Mar-04
9:39:00
812.3
17.8
0.999
2-Mar-04
9:39:20
813.7
17.8
0.999
2-Mar-04
9:39:40
812.9
17.8
0.999
2-Mar-04
9:40:00
814.3
17.8
0.999
2-Mar-04
9:40:20
813.9
17.9
0.999
2-Mar-04
9:40:40
811.3
17.9
0.999
2-Mar-04
9:41:00
808.9
17.8
0.999
2-Mar-04
9:41:20
803.8
17.8
0.999
2-Mar-04
9:41:40
798.8
17.9
0.999
2-Mar-04
9:42:00
792.6
17.8
0.999
2-Mar-04
9:42:20
784.2
17.8
0.999
2-Mar-04
9:42:40
775.8
17.8
0.999
2-Mar-04
9:43:00
772
17.8
0.999
S.T. Wooten Baghouse TEOM Data
67
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
2-Mar-04
9:43:20
768.6
17.8
0.999
2-Mar-04
9:43:40
766.7
17.8
0.999
2-Mar-04
9:44:00
762.5
17.8
0.999
2-Mar-04
9:44:20
756.1
17.8
0.999
2-Mar-04
9:44:40
751.2
17.8
0.999
2-Mar-04
9:45:00
746.1
17.8
0.999
2-Mar-04
9:45:20
739.6
17.7
0.999
2-Mar-04
9:45:40
733.9
17.7
0.999
2-Mar-04
9:46:00
725.6
17.7
0.999
2-Mar-04
9:46:20
717.1
17.7
0.999
2-Mar-04
9:46:40
708
17.8
0.999
2-Mar-04
9:47:00
696.8
17.8
0.999
2-Mar-04
9:47:20
686.4
17.8
0.999
2-Mar-04
9:47:40
679.8
17.8
0.999
2-Mar-04
9:48:00
673.4
17.8
0.999
2-Mar-04
9:48:20
669.9
17.8
0.999
2-Mar-04
9:48:40
672.7
17.8
0.999
2-Mar-04
9:49:00
676.6
17.9
0.999
2-Mar-04
9:49:20
682.9
17.9
0.999
2-Mar-04
9:49:40
687.3
17.9
0.999
2-Mar-04
9:50:00
689.7
17.9
0.999
2-Mar-04
9:50:20
694.4
17.9
0.999
2-Mar-04
9:50:40
697.7
18
0.999
2-Mar-04
9:51:00
698.6
18
0.999
2-Mar-04
9:51:20
699
18
0.999
2-Mar-04
9:51:40
696.4
18
0.999
2-Mar-04
9:52:00
693.1
18
0.999
2-Mar-04
9:52:20
689.3
18
0.999
2-Mar-04
9:52:40
684.2
18
0.999
2-Mar-04
9:53:00
680.1
18
0.999
2-Mar-04
9:53:20
680.3
18.1
0.999
2-Mar-04
9:53:40
680.2
18.1
0.999
2-Mar-04
9:54:00
684.6
18.1
0.999
2-Mar-04
9:54:20
691
18.1
0.999
2-Mar-04
9:54:40
695.8
18.1
0.999
2-Mar-04
9:55:00
699.9
18.2
0.999
2-Mar-04
9:55:20
699.5
18.2
0.999
2-Mar-04
9:55:40
698.6
18.1
0.999
2-Mar-04
9:56:00
697.2
18.2
0.999
2-Mar-04
9:56:20
693.4
18.2
0.999
2-Mar-04
9:56:40
688.6
18.2
0.999
2-Mar-04
9:57:00
681.1
18.2
0.999
2-Mar-04
9:57:20
670.7
18.2
0.999
2-Mar-04
9:57:40
659.8
18.2
0.999
2-Mar-04
9:58:00
647.9
18.2
0.999
2-Mar-04
9:58:20
635.6
18.2
0.999
2-Mar-04
9:58:40
628.7
18.3
0.999
2-Mar-04
9:59:00
624.8
18.2
0.999
2-Mar-04
9:59:20
622.2
18.3
0.999
2-Mar-04
9:59:40
623.8
18.3
0.999
S.T. Wooten Baghouse TEOM Data
68
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Attn.
2-Mar-04
10:00:00
624.8
18.3
0.999
2-Mar-04
10:00:20
624.5
18.3
0.999
2-Mar-04
10:00:40
624.1
18.3
0.999
2-Mar-04
10:01:00
621.6
18.4
0.999
2-Mar-04
10:01:20
620.6
18.4
0.999
2-Mar-04
10:01:40
617.9
18.4
0.999
2-Mar-04
10:02:00
613.8
18.5
0.999
2-Mar-04
10:02:20
609.5
18.5
0.999
2-Mar-04
10:02:40
603.8
18.5
0.999
2-Mar-04
10:03:00
596.2
18.6
0.999
2-Mar-04
10:03:20
593.7
18.5
0.999
2-Mar-04
10:03:40
591.9
18.5
0.999
2-Mar-04
10:04:00
590.8
18.6
0.999
2-Mar-04
10:04:20
590.9
18.6
0.999
2-Mar-04
10:04:40
589.6
18.5
0.999
2-Mar-04
10:05:00
588.7
18.5
0.999
2-Mar-04
10:05:20
590.5
18.5
0.999
2-Mar-04
10:05:40
591.1
18.5
0.999
2-Mar-04
10:06:00
590.2
18.5
0.999
2-Mar-04
10:06:20
587.3
18.5
0.999
2-Mar-04
10:06:40
583.1
18.5
0.999
2-Mar-04
10:07:00
578.7
18.5
0.999
2-Mar-04
10:07:20
574
18.5
0.999
2-Mar-04
10:07:40
567.3
18.5
0.999
2-Mar-04
10:08:00
559.7
18.4
0.999
2-Mar-04
10:08:20
550.5
18.4
0.999
2-Mar-04
10:08:40
540.8
18.4
0.999
2-Mar-04
10:09:00
535.2
18.4
0.999
2-Mar-04
10:09:20
535
18.4
0.999
2-Mar-04
10:09:40
539.1
18.4
0.999
2-Mar-04
10:10:00
544
802.4
18.4
0.999
Average
2-Mar-04
11:12:00
696.5
2-Mar-04
11:12:20
687.8
2-Mar-04
11:12:40
681.5
2-Mar-04
11:13:00
674.4
2-Mar-04
11:13:20
668.1
2-Mar-04
11:13:40
661.9
2-Mar-04
11:14:00
654.5
2-Mar-04
11:14:20
648.6
2-Mar-04
11:14:40
641.6
2-Mar-04
11:15:00
632.8
2-Mar-04
11:15:20
625.4
2-Mar-04
11:15:40
616.3
2-Mar-04
11:16:00
605.6
2-Mar-04
11:16:20
598.1
2-Mar-04
11:16:40
592.1
19.1	0.999 Start Run #2
19	0.999
19	0.999
19	0.999
19.1	0.999
19.1	0.999
19.1	0.999
19.1	0.999
19.1	0.999
19	0.999
19	0.999
19	0.999
19	0.999
18.9	0.999
18.9	0.999
S.T. Wooten Baghouse TEOM Data
69
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg.C
Atm.
2-Mar-04
11:17:00
586.7
18.9
0.999
2-Mar-04
11:17:20
584
18.9
0.999
2-Mar-04
11:17:40
579.6
18.9
0.999
2-Mar-04
11:18:00
577.1
18.9
0.999
2-Mar-04
11:18:20
575.6
18.9
0.999
2-Mar-04
11:18:40
573
18.8
0.999
2-Mar-04
11:19:00
573.4
18.9
0.999
2-Mar-04
11:19:20
573.3
18.9
0.999
2-Mar-04
11:19:40
572.6
18.9
0.999
2-Mar-04
11:20:00
574.4
18.9
0.999
2-Mar-04
11:20:20
575.5
18.9
0.999
2-Mar-04
11:20:40
576.4
18.9
0.999
2-Mar-04
11:21:00
580.8
18.9
0.999
2-Mar-04
11:21:20
583.4
18.9
0.999
2-Mar-04
11:21:40
584.9
18.9
0.999
2-Mar-04
11:22:00
586.9
18.9
0.999
2-Mar-04
11:22:20
586.2
18.9
0.999
2-Mar-04
11:22:40
587.3
18.9
0.999
2-Mar-04
11:23:00
591 7
18.9
0.999
2-Mar-04
11:23:20
594.7
19
0.999
2-Mar-04
11:23:40
599.9
18.9
0.999
2-Mar-04
11:24:00
603.3
18.9
0.999
2-Mar-04
11:24:20
605.8
19
0.999
2-Mar-04
11:24:40
614.2
19
0.999
2-Mar-04
11:25:00
619.7
19
0.999
2-Mar-04
11:25:20
622.3
19
0.999
2-Mar-04
11:25:40
623
19
0.999
2-Mar-04
11:26:00
621.9
19
0.999
2-Mar-04
11:26:20
619.3
19
0.999
2-Mar-04
11:26:40
614.9
19
0.999
2-Mar-04
11:27:00
607.4
19
0.999
2-Mar-04
11:27:20
600.9
19
0.999
2-Mar-04
11:27:40
594.4
19
0.999
2-Mar-04
11:28:00
586.9
18.9
0.999
2-Mar-04
11:28:20
584.2
18.9
0.999
2-Mar-04
11:28:40
588.5
18.9
0.999
2-Mar-04
11:29:00
594.7
18.9
0.999
2-Mar-04
11:29:20
605.1
18.9
0.999
2-Mar-04
11:29:40
613.6
18.9
0.999
2-Mar-04
11:30:00
620.7
18.9
0.999
2-Mar-04
11:30:20
630
18.9
0.999
2-Mar-04
11:30:40
635.1
18.8
0.999
2-Mar-04
11:31:00
637.7
18.8
0.999
2-Mar-04
11:31:20
643.4
18.8
0.999
2-Mar-04
11:31:40
653.1
18.8
0.999
2-Mar-04
11:32:00
664.2
18.8
0.999
2-Mar-04
11:32:20
671.6
18.8
0.999
2-Mar-04
11:32:40
674.5
18.7
0.999
2-Mar-04
11:33:00
679.3
18.8
0.999
2-Mar-04
11:33:20
682.8
18.8
0.999
S.T. Wooten Baghouse TEOM Data
70
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
2-Mar-Q4
11:33:40
685.4
18.8
0.999
2-Mar-04
11:34:00
689.4
18.9
0.999
2-Mar-04
11:34:20
691.3
18.9
0.999
2-Mar-04
11:34:40
691.3
18.9
0.999
2-Mar-04
11:35:00
690.4
19
0.999
2-Mar-04
11:35:20
687.2
19
0.999
2-Mar-04
11:35:40
684.8
19
0.999
2-Mar-04
11:36:00
685.5
19
0.999
2-Mar-04
11:36:20
683
19.1
0.999
2-Mar-04
11:36:40
681.7
19.1
0.999
2-Mar-04
11:37:00
679.6
19.2
0.999
2-Mar-04
11:37:20
676.7
19.2
0.999
2-Mar-04
11:37:40
677.8
19.2
0.999
2-Mar-04
11:38:00
678.4
19.2
0.999
2-Mar-04
11:38:20
676.3
19.2
0.999
2-Mar-04
11:38:40
674.6
19.2
0.999
2-Mar-04
11:39:00
670.9
19.1
0.999
2-Mar-04
11:39:20
667.2
19.1
0.999
2-Mar-04
11:39:40
664.9
19.1
0.999
2-Mar-04
11:40:00
661.1
19.1
0.999
2-Mar-04
11:40:20
656.7
19.1
0.999
2-Mar-04
11:40:40
655.5
19.1
0.999
2-Mar-04
11:41:00
654.6
19
0.999
2-Mar-04
11:41:20
654.3
19
0.999
2-Mar-04
11:41:40
657.5
19
0.999
2-Mar-04
11:42:00
656.9
19
0.999
2-Mar-04
11:42:20
657.3
18.9
0.999
2-Mar-04
11:42:40
656.4
18.9
0.999
2-Mar-04
11:43:00
652.6
18.9
0.999
2-Mar-04
11:43:20
651.8
18.9
0.999
2-Mar-04
11:43:40
648.8
18.9
0.999
2-Mar-04
11:44:00
644.2
18.9
0.999
2-Mar-04
11:44:20
640.4
18.9
0.999
2-Mar-04
11:44:40
634.6
18.9
0.999
2-Mar-04
11:45:00
629.3
18.9
0.999
2-Mar-04
11:45:20
625.1
18.9
0.999
2-Mar-04
11:45:40
619.3
18.9
0.999
2-Mar-04
11:46:00
615.3
18.9
0.999
2-Mar-04
11:46:20
613.5
18.9
0.999
2-Mar-04
11:46:40
611.7
18.9
0.999
2-Mar-04
11:47:00
612.6
18.9
0.999
2-Mar-04
11:47:20
613.8
18.9
0.999
2-Mar-04
11:47:40
612.4
18.9
0.999
2-Mar-04
11:48:00
611.7
18.9
0.999
2-Mar-04
11:48:20
608.4
18.9
0.999
2-Mar-04
11:48:40
603.6
18.9
0.999
2-Mar-04
11:49:00
603.2
18.9
0.999
2-Mar-04
11:49:20
606.5
18.9
0.999
2-Mar-04
11:49:40
611.8
18.9
0.999
2-Mar-04
11:50:00
619
18.9
0.999
S.T. Wooten Baghouse TEOM Data
71
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
2-Mar-04
11:50:20
623.8
18.9
0.999
2-Mar-04
11:50:40
628.9
19
0.999
2-Mar-04
11:51:00
633.5
19
0.999
2-Mar-04
11:51:20
635
19
0.999
2-Mar-04
11:51:40
636.4
19.1
0.999
2-Mar-04
11:52:00
634.7
19.1
0.999
2-Mar-04
11:52:20
630.9
19.1
0.999
2-Mar-04
11:52:40
627.1
19
0.999
2-Mar-04
11:53:00
621.5
19.1
0.999
2-Mar-04
11:53:20
615
19.1
0.999
2-Mar-04
11:53:40
607.7
19.1
0.999
2-Mar-04
11:54:00
598
19.1
0.999
2-Mar-04
11:54:20
588.3
19.1
0.999
2-Mar-04
11:54:40
581.9
19.1
0.999
2-Mar-04
11:55:00
575.1
19.1
0.999
2-Mar-04
11:55:20
569.8
19.1
0.999
2-Mar-04
11:55:40
566.9
19.1
0.999
2-Mar-04
11:56:00
563.4
19.1
0.999
2-Mar-04
11:56:20
560
19
0.999
2-Mar-04
11:56:40
555.1
19
0.999
2-Mar-04
11:57:00
548.3
19.1
0.999
2-Mar-04
11:57:20
543.3
19
0.999
2-Mar-04
11:57:40
537.9
19.1
0.999
2-Mar-04
11:58:00
530
19.1
0.999
2-Mar-04
11:58:20
522.2
19.1
0.999
2-Mar-04
11:58:40
513
19.1
0.999
2-Mar-04
11:59:00
504
19.1
0.999
2-Mar-04
11:59:20
494.7
19.1
0.999
2-Mar-04
11:59:40
486.5
19.1
0.999
2-Mar-04
12:00:00
479.7
19
0.999
2-Mar-04
12:00:20
473.9
19
0.999
2-Mar-04
12:00:40
467.3
18.9
0.999
2-Mar-04
12:01:00
463.7
18.9
0.999
2-Mar-04
12:01:20
462.3
18.9
0.999
2-Mar-04
12:01:40
459.8
18.9
0.999
2-Mar-04
12:02:00
458.2
18.9
0.999
2-Mar-04
12:02:20
458.1
18.9
0.999
2-Mar-04
12:02:40
458.1
18.9
0.999
2-Mar-04
12:03:00
461.3
18.9
0.999
2-Mar-04
12:03:20
465.2
18.9
0.999
2-Mar-04
12:03:40
468
18.9
0.999
2-Mar-04
12:04:00
469
18.9
0.999
2-Mar-04
12:04:20
467.3
18.9
0.999
2-Mar-04
12:04:40
467
18.9
0.999
2-Mar-04
12:05:00
465.3
18.9
0.999
2-Mar-04
12:05:20
463.8
18.9
0.999
2-Mar-04
12:05:40
463
18.9
0.999
2-Mar-04
12:06:00
462
18.9
0.999
2-Mar-04
12:06:20
460.3
18.9
0.999
2-Mar-04
12:06:40
462,2
18.9
0.999
S.T. Wooten Baghouse TEOM Data
72
-------
Date
Time
PM10 Mass
Cone. Ug/mA3
2-Mar-04
12:07:00
463.1
2-Mar-04
12:07:20
463
2-Mar-04
12:07:40
464
2-Mar-04
12:08:00
462.8
2-Mar-04
12:08:20
463.5
2-Mar-04
12:08:40
466.2
2-Mar-04
12:09:00
468.1
2-Mar-04
12:09:20
469.4
2-Mar-04
12:09:40
471.4
2-Mar-04
12:10:00
473.5
2-Mar-04
12:10:20
478.4
2-Mar-04
12:10:40
487.8
2-Mar-04
12:11:00
494.9
2-Mar-04
12:11:20
504
2-Mar-04
12:11:40
510.7
2-Mar-04
> 12:12:00
516


589.5
Amb Temp,	Amb Pres,
Deg. C	Atm.
18.9	0.999
18.9	0.999
18.9	0.999
18.9	0.999
18.9	0.999
18.9	0.999
18.9	0.999
18.9	0.999
18.9	0.999
18.9	0.999
18.9	0.999
18.9	0.999
18.9	0.999
18.9	0.999
18.9	0.999
18.9	0.999 Stop Run #2
Average
2-Mar-04
13:04:00
7726.8
2-Mar-04
13:04:20
7742.8
2-Mar-04
13:04:40
7784.9
2-Mar-04
13:05:00
7831
2-Mar-04
13:05:20
7882.1
2-Mar-04
13:05:40
7931.4
2-Mar-04
13:06:00
7976.7
2-Mar-04
13:06:20
8027
2-Mar-04
13:06:40
8096
2-Mar-04
13:07:00
8158
2-Mar-04
13:07:20
8226.7
2-Mar-04
13:07:40
8295,2
2-Mar-04
13:08:00
8372.1
2-Mar-04
13:08:20
8477.9
2-Mar-04
13:08:40
8571.8
2-Mar-04
13:09:00
8629.7
2-Mar-04
13:09:20
8662.9
2-Mar-04
13:09:40
8692.3
2-Mar-04
13:10:00
8737.6
2-Mar-04
13:10:20
8751.3
2-Mar-04
13:10:40
8724
2-Mar-04
13:11:00
8673.3
2-Mar-04
13:11:20
8620.2
2-Mar-04
13:11:40
8583.3
2-Mar-04
13:12:00
8583.2
2-Mar-04
13:12:20
8643
2-Mar-04
13:12:40
8734.4
2-Mar-04
13:13:00
8817.9
2-Mar-04
13:13:20
8871.6
18.3	0.999 Start Run #3
18.3	0.999
18.3	0.999
18.3	0.999
18.3	0.999
18.3	0.999
18.3	0.999
18.3	0.999
18.3	0.999
18.3	0.999
18.3	0.999
18.4	0.999
18.4	0.999
18.4	0.999
18.4	0.999
18.4	0.998
18.5	0.998
18.5	0.998
18.5	0.998
18.5	0.998
18.5	0.998
18.6	0.998
18.5	0.998
18.6	0.998
18.5	0.998
18.5	0.998
18.5	0.998
18.5	0.998
18.6	0.998
S.T. Wooten Baghouse TEOM Data
73
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone, Ug/mA3
Deg. C
Atm.
2-Mar-04
13:13:40
8920.9
18.5
0.998
2-Mar-04
13:14:00
8984.4
18.6
0.998
2-Mar-04
13:14:20
9083.2
18.6
0.998
2-Mar-04
13:14:40
9194
18.6
0.998
2-Mar-04
13:15:00
9326.1
18.5
0.998
2-Mar-04
13:15:20
9464
18.5
0.998
2-Mar-04
13:15:40
9613.3
18.5
0.998
2-Mar-04
13:16:00
9781.7
18.5
0.998
2-Mar-04
13:16:20
9912.2
18.5
0.998
2-Mar-04
13:16:40
10008.4
18.5
0.998
2-Mar-04
13:17:00
10100
18.5
0.998
2-Mar-04
13:17:20
10215.6
18.5
0.998
2-Mar-04
13:17:40
10367.7
18.5
0.998
2-Mar-04
13:18:00
10499.1
18.5
0.998
2-Mar-04
13:18:20
10601.5
18.5
0.998
2-Mar-04
13:18:40
10691.5
18.4
0.998
2-Mar-04
13:19:00
10798.6
18.4
0.998
2-Mar-04
13:19:20
10955.2
18.4
0.998
2-Mar-04
13:19:40
11102.2
18.4
0.998
2-Mar-04
13:20:00
11196
18.4
0.998
2-Mar-04
13:20:20
11226.9
18.4
0.998
2-Mar-04
13:20:40
11222.7
18.4
0.998
2-Mar-04
13:21:00
11173.4
18.4
0.998
2-Mar-04
13:21:20
11105.1
18.4
0.998
2-Mar-04
13:21:40
11041.9
18.4
0.998
2-Mar-04
13:22:00
11008.5
18.4
0.998
2-Mar-04
13:22:20
11032
18.4
0.998
2-Mar-04
13:22:40
11104.6
18.4
0.998
2-Mar-04
13:23:00
11150.2
18.4
0.998
2-Mar-04
13:23:20
11177.8
18.4
0.998
2-Mar-04
13:23:40
11164.1
18.4
0.998
2-Mar-04
13:24:00
11102.9
18.4
0.998
2-Mar-04
13:24:20
11019.7
18.4
0.998
2-Mar-04
13:24:40
10936.6
18.4
0.998
2-Mar-04
13:25:00
10876.5
18.4
0.998
2-Mar-04
13:25:20
10864
18.4
0.998
2-Mar-04
13:25:40
10853.4
18.4
0.998
2-Mar-04
13:26:00
10826.3
18.4
0.998
2-Mar-04
13:26:20
10808.6
18.4
0.998
2-Mar-04
13:26:40
10781.4
18.4
0.998
2-Mar-04
13:27:00
10755.7
18.4
0.998
2-Mar-04
13:27:20
10742.5
18.5
0.998
2-Mar-04
13:27:40
10715.9
18.5
0.998
2-Mar-04
13:28:00
10689.9
18.5
0.998
2-Mar-04
13:28:20
10658.7
18.5
0.998
2-Mar-04
13:28:40
10633.1
18.5
0.998
2-Mar-04
13:29:00
10628.6
18.5
0.998
2-Mar-04
13:29:20
10617.9
18.6
0.998
2-Mar-04
13:29:40
10581.6
18.6
0.998
2-Mar-04
13:30:00
10541.4
18.6
0.998
S.T. Wooten Baghouse TEOM Data
74
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres.
Cone. Ug/mA3
Deg. C
Attn.
2-Mar-04
13:30:20
10478.5
18.6
0.998
2-Mar-04
13:30:40
10384.2
18.6
0.998
2-Mar-04
13:31:00
10283,2
18.6
0.998
2-Mar-04
13:31:20
10181.4
18.6
0.998
2-Mar-04
13:31:40
10097.2
18.6
0.998
2-Mar-04
13:32:00
10050.9
18.6
0.998
2-Mar-04
13:32:20
10022.4
18.7
0.998
2-Mar-04
13:32:40
10011
18.7
0.998
2-Mar-04
13:33:00
9987.1
18.7
0.998
2-Mar-04
13:33:20
9950.4
18.7
0.998
2-Mar-04
13:33:40
9917.9
18.8
0.998
2-Mar-04
13:34:00
9912.7
18.8
0.998
2-Mar-04
13:34:20
9945.2
18.8
0.998
2-Mar-04
13:34:40
9964
18.8
0.998
2-Mar-04
13:35:00
9982.1
18.8
0.998
2-Mar-04
13:35:20
10005.3
18.8
0.998
2-Mar-04
13:35:40
10048.5
18.9
0.998
2-Mar-04
13:36:00
10089.6
18.8
0.998
2-Mar-04
13:36:20
10128.6
18.9
0.998
2-Mar-04
13:36:40
10190.3
18.9
0.998
2-Mar-04
13:37:00
10245.2
18.9
0.998
2-Mar-04
13:37:20
10301.9
19
0.998
2-Mar-04
13:37:40
10352.7
19
0.998
2-Mar-04
13:38:00
10389.1
19
0.998
2-Mar-04
13:38:20
10435.6
19
0.998
2-Mar-04
13:38:40
10489.8
19
0.998
2-Mar-04
13:39:00
10524.1
19.1
0.998
2-Mar-04
13:39:20
10548.5
19
0.998
2-Mar-04
13:39:40
10555.8
19
0.998
2-Mar-04
13:40:00
10552.4
19
0.998
2-Mar-04
13:40:20
10553.8
19
0.998
2-Mar-04
13:40:40
10504.9
19
0.998
2-Mar-04
13:41:00
10426.7
19.1
0.998
2-Mar-04
13:41:20
10324.9
19.1
0.998
2-Mar-04
13:41:40
10217.1
19.1
0.998
2-Mar-04
13:42:00
10124.7
19.1
0.998
2-Mar-04
13:42:20
10067.4
19.2
0.998
2-Mar-04
13:42:40
10009.8
19.2
0.998
2-Mar-04
13:43:00
9946.7
19.2
0.998
2-Mar-04
13:43:20
9859.9
19.2
0.998
2-Mar-04
13:43:40
9750.4
19.2
0.998
2-Mar-04
13:44:00
9638.5
19.2
0.998
2-Mar-04
13:44:20
9534.1
19.2
0.998
2-Mar-04
13:44:40
9415.6
19.2
0.998
2-Mar-04
13:45:00
9275.2
19.2
0.998
2-Mar-04
13:45:20
9117.7
19.2
0.998
2-Mar-04
13:45:40
8947.9
19.3
0.998
2-Mar-04
13:46:00
8781.2
19.2
0.998
2-Mar-04
13:46:20
8632.2
19.2
0.998
2-Mar-04
13:46:40
8516.1
19.2
0.998
S.T. Wooten Baghouse TEOM Data
75
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres
Cone. Ug/mA3
Deg. C
Atm.
2-Mar-04
13:47:00
8413.4
19.2
0.998
2-Mar-04
13:47:20
8293.2
19.2
0.998
2-Mar-04
13:47:40
8175.6
19.3
0.998
2-Mar-04
13:48:00
8076.4
19.3
0.998
2-Mar-04
13:48:20
8011.4
19.3
0.998
2-Mar-04
13:48:40
7948.1
19.3
0.998
2-Mar-04
13:49:00
7870.7
19.3
0.998
2-Mar-04
13:49:20
7782.9
19.3
0.998
2-Mar-04
13:49:40
7704.4
19.3
0.998
2-Mar-04
13:50:00
7639.2
19.4
0.998
2-Mar-04
13:50:20
7573.3
19.4
0.998
2-Mar-04
13:50:40
7491.2
19.4
0.998
2-Mar-04
13:51:00
7385.5
19.4
0.998
2-Mar-04
13:51:20
7266.9
19.4
0.998
2-Mar-04
13:51:40
7144.5
19.5
0.998
2-Mar-04
13:52:00
7030.1
19.5
0.998
2-Mar-04
13:52:20
6936.5
19.5
0.998
2-Mar-04
13:52:40
6858.8
19.5
0.998
2-Mar-04
13:53:00
6768.4
19.5
0.998
2-Mar-04
13:53:20
6688.8
19.6
0.998
2-Mar-04
13:53:40
6614.2
19.6
0.998
2-Mar-04
13:54:00
6532.4
19.6
0.998
2-Mar-04
13:54:20
6451.7
19.6
0.998
2-Mar-04
13:54:40
6355
19.6
0.998
2-Mar-04
13:55:00
6244.1
19.6
0.998
2-Mar-04
13:55:20
6131.4
19.7
0.998
2-Mar-04
13:55:40
6024.2
19.7
0.998
2-Mar-04
13:56:00
5921.8
19.7
0.998
2-Mar-04
13:56:20
5808.7
19.7
0.998
2-Mar-04
13:56:40
5686.4
19.7
0.998
2-Mar-04
13:57:00
5565.9
19.7
0.998
2-Mar-04
13:57:20
5443,1
19.7
0.998
2-Mar-04
13:57:40
5312.5
19.7
0.998
2-Mar-04
13:58:00
5189.1
19.7
0.998
2-Mar-04
13:58:20
5077.4
19.7
0.998
2-Mar-04
13:58:40
4972.4
19.8
0.998
2-Mar-04
13:59:00
4877.6
19.8
0.998
2-Mar-04
13:59:20
4781.9
19.8
0.998
2-Mar-04
13:59:40
4682.2
19.8
0.998
2-Mar-04
14:00:00
4579.4
19.8
0.998
2-Mar-04
14:00:20
4472.4
19.7
0.998
2-Mar-04
14:00:40
4364.2
19.8
0.998
2-Mar-04
14:01:00
4258.9
19.8
0.998
2-Mar-04
14:01:20
4151.2
19.8
0.998
2-Mar-04
14:01:40
4043.1
19.8
0.998
2-Mar-04
14:02:00
3934.2
19.8
0,998
2-Mar-04
14:02:20
3832.8
19.7
0.998
2-Mar-04
14:02:40
3744.4
19.7
0.998
2-Mar-04
14:03:00
3675
19.8
0.998
2-Mar-04
14:03:20
3631.9
19.8
0.998
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
2-Mar-04
14:03:40
3619.3
19.8
0.998
2-Mar-04
14:04:00
3603.8
19.8
0.998
2-Mar-04
14:04:20
3588.7
19.8
0.998
2-Mar-04
14:04:40
3584.4
19.8
0.998
2-Mar-04
14:05:00
3572.5
8650.8
19.8
0.998
Average
S.T, Wooten Baghouse TEOM Data
77
-------
APPENDIX A4
CHANDLER CONCRETE TRUCK MIX
PM10TEOM DATA
-------
Hato
Time
PM10 Mass
Amb Temp,
Amb Pres.
ueiit?
i line
Cone. Ug/mA3
Deg.C
Atm.
17-Mar-04
7:17:00
147.6
4.6
0.951 Start Run # 1
17-Mar-04
7:17:20
148.3
4.6
0.951
17-Mar-04
7:17:40
148.4
4.6
0.951
17-Mar-04
7:18:00
151.8
4.6
0.951
17-Mar-04
7:18:20
158.7
4.6
0.951
17-Mar-04
7:18:40
168
4.6
0.951
17-Mar-04
7:19:00
183.2
4.6
0.951
17-Mar-04
7:19:20
205.9
4.6
0.951
17-Mar-04
7:19:40
238.2
4.6
0.951
17-Mar-04
7:20:00
282.7
4.6
0.951
17-Mar-04
7:20:20
342.9
4.6
0.951
17-Mar-Q4
7:20:40
423.1
4.7
0.951
17-Mar-04
7:21:00
529.3
4.7
0.951
17-Mar-04
7:21:20
669.1
4.7
0.951
17-Mar-04
7:21:40
852.5
4.7
0.951
17-Mar-04
7:22:00
1092.6
4.7
0.951
17-Mar-04
7:22:20
1406.1
4.7
0.951
17-Mar-04
7:22:40
1815.2
4.7
0.951
17-Mar-04
7:23:00
2324.1
4.7
0.951
17-Mar-04
7:23:20
2761.8
4.7
0.951
17-Mar-04
7:23:40
3100.5
4.8
0.951
17-Mar-04
7:24:00
3355.8
4.8
0.951
17-Mar-04
7:24:20
3539.6
4.8
0.951
17-Mar-04
7:24:40
3663.8
4.8
0.951
17-Mar-04
7:25:00
3738.7
4.8
0.951
17-Mar-04
7:25:20
3771.7
4.8
0.951
17-Mar-04
7:25:40
3770.2
4.8
0.951
17-Mar-04
7:26:00
3740.4
4.8
0.951
17-Mar-04
7:26:20
3687.7
4.8
0.951
17-Mar-04
7:26:40
3616.8
4.8
0.951
17-Mar-04
7:27:00
3532
4.8
0.951
17-Mar-G4
7:27:20
3435.2
4.8
0.951
17-Mar-04
7:27:40
3330.1
4.8
0.951
17-Mar-04
7:28:00
3218.7
4.8
0.951
17-Mar-04
7:28:20
3103.3
4.8
0.951
17-Mar-04
7:28:40
2985.2
4.9
0.951
17-Mar-04
7:29:00
2865.9
4.9
0.951
17-Mar-04
7:29:20
2746
4.9
0.951
17-Mar-04
7:29:40
2628.4
4.9
0.951
17-Mar-04
7:30:00
2512.1
4.9
0.951
17-Mar-04
7:30:20
2399.3
4.9
0.951
17-Mar-04
7:30:40
2289.1
4.9
0.951
17-Mar-04
7:31:00
2182.5
4.9
0.951
17-Mar-04
7:31:20
2078.4
4.9
0.951
17-Mar-04
7:31:40
1977.9
4.9
0.951
17-Mar-04
7:32:00
1880.5
4.9
0.951
17-Mar-04
7:32:20
1786.4
4.9
0.951
17-Mar-04
7:32:40
1696.9
4.9
0.951
Chandler Array TEOM DATA	Page 1
-------


PM10 Mass
Amb Temp,
Amb Pres,
uaie
1 ime
Cone. Ug/mA3
Deg. C
Atm.
17-Mar-04
7:33:00
1610.5
4.9
0.951
17-Mar-04
7:33:20
1528.8
4.9
0.951
17-Mar-04
7:33:40
1451.8
4.9
0.951
17-Mar-04
7:34:00
1378
4.9
0.951
17-Mar-04
7:34:20
1308
4.9
0.951
17-Mar-04
7:34:40
1240.7
4.9
0.951
17-Mar-04
7:35:00
1177.9
4.9
0.951
17-Mar-04
7:35:20
1119.3
4.9
0.951
17-Mar-04
7:35:40
1063.8
4.9
0.951
17-Mar-04
7:36:00
1012.4
4.9
0.951
17-Mar-04
7:36:20
964.6
4.9
0.951
17-Mar-04
7:36:40
918.2
4.9
0.951
17-Mar-04
7:37:00
874.3
4.9
0.951
17-Mar-04
7:37:20
831.8
4.9
0.951
17-Mar-04
7:37:40
791.2
4.9
0.951
17-Mar-04
7:38:00
752.6
4.9
0.951
17-Mar-04
7:38:20
716.8
4.9
0.951
17-Mar-04
7:38:40
682.2
4.9
0.951
17-Mar-04
7:39:00
650.9
4.9
0.951
17-Mar-04
7:39:20
623.1
4.9
0.951
17-Mar-04
7:39:40
597.5
4.9
0.951
17-Mar-04
7:40:00
573.6
4.9
0.951
17-Mar-04
7:40:20
550.8
4.9
0.951
17-Mar-04
7:40:40
528.8
4.9
0.951
17-Mar-04
7:41:00
508.1
4.9
0.951
17-Mar-04
7:41:20
491.8
4.9
0.951
17-Mar-04
7:41:40
481.9
4.9
0.951
17-Mar-04
7:42:00
479.5
4.9
0.951
17-Mar-04
7:42:20
486
4.9
0.951
17-Mar-04
7:42:40
503.6
4.9
0.951
17-Mar-04
7:43:00
535
5
0.951
17-Mar-04
7:43:20
583.6
5
0.951
17-Mar-04
7:43:40
654.3
5
0.951
17-Mar-04
7:44:00
753.1
5
0.951
17-Mar-04
7:44:20
872.8
5
0.951
17-Mar-04
7:44:40
968.7
5
0.951
17-Mar-04
7:45:00
1041.5
5
0.951
17-Mar-04
7:45:20
1093.9
5
0.951
17-Mar-04
7:45:40
1129.6
5
0.951
17-Mar-04
7:46:00
1151.5
5
0.951
17-Mar-04
7:46:20
1161.7
5
0.951
17-Mar-04
7:46:40
1162.2
5
0.951
17-Mar-04
7:47:00
1154.2
) 5
0.951
17-Mar-04
7:47:20
1139.9
5
0.951
17-Mar-04
7:47:40
1120.4
5.1
0.951
17-Mar-04
7:48:00
1096.3
5.1
0.951
17-Mar-04
7:48:20
1068.9
5.1
0.951
17-Mar-04
7:48:40
1039.3
5
0.951
Chandler Array TEOM DATA	Page 2
-------
Date
Time
Cone. Ug/mA3
7-Mar-04
7:49:00
1008.9
7-Mar-04
7:49:20
976.6
7-Mar-04
7:49:40
943.2
7-Mar-04
7:50:00
909.2
7-Mar-04
7:50:20
874.6
7-Mar-04
7:50:40
840.3
7-Mar-04
7:51:00
806.2
7-Mar-04
7:51:20
772.8
7-Mar-04
7:51:40
740.3
7-Mar-04
7:58:00
312.5
7-Mar-04
7:58:20
302
7-Mar-04
7:58:40
292.5
7-Mar-04
7:59:00
283
7-Mar-04
7:59:20
273.5
7-Mar-04
7:59:40
265.1
7-Mar-04
8:00:00
257.7
7-Mar-04
8:00:20
251.2
7-Mar-04
8:00:40
244.7
7-Mar-04
8:01:00
237.8
7-Mar-04
8:01:20
231.1
7-Mar-04
8:01:40
225.1
7-Mar-04
8:02:00
224.5
7-Mar-04
8:02:20
225.5
7-Mar-04
8:02:40
225.4
7-Mar-04
8:03:00
226.1
7-Mar-04
8:03:20
225.6
7-Mar-04
8:03:40
225.5
7-Mar-04
8:04:00
224.9
7-Mar-04
8:04:20
225.5
7-Mar-04
8:04:40
232.6
7-Mar-04
8:05:00
247.5
7-Mar-04
8:05:20
272.2
7-Mar-04
8:05:40
308.8
7-Mar-04
8:06:00
360.6
7-Mar-04
8:06:20
431.6
7-Mar-04
8:06:40
527.4
7-Mar-04
8:07:00
653.9
7-Mar-04
8:07:20
772.4
7-Mar-04
8:07:40
865.6
7-Mar-04
8:08:00
937.1
7-Mar-04
8:08:20
989.8
7-Mar-04
8:08:40
1026.2
7-Mar-04
8:09:00
1049.2
7-Mar-04
8:09:20
1061.4
7-Mar-04
8:09:40
1063.8
7-Mar-04
8:10:00
1059.1
7-Mar-04
8:10:20
1047.6
7-Mar-04
8:10:40
1030.7
Amb Temp, Amb Pres,
Deg. C	Atm.
5.1
0.951

5.1
0.951

5.1
0.951

5.1
0.951

5.1
0.951

5.1
0.951

5.1
0.951

5.1
0.951

5.1
0.951 Stop <£
p 752
5.1
0.951 Starts
§758
5
0.951

5
0.951

5
0.951

5
0.951

5
0.951

5
0.951

5
0.951

5
0.951

5
0.951

5
0.951

5
0.951

5
0.951

5
0.951

4.9
0.951

5
0.951

5
0.951

5
0.951

5
0.951

5
0.951

5
0.951

5
0.951

5
0.951

5
0.951

5
0.951

5
0.951

5
0.951

5
0.951

5.1
0.951

5.1
0.951

5.1
0.951

5.1
0.951

5.1
0.951

5.1
0.951

5.1
0.951

5.1
0.951

5.1
0.951

5.1
0.951

5.1
0.951

Chandler Array TEOM DATA
81
-------

Timo
PM10 Mass
Amb Temp,
Amb Pres,
wale
1 llllc
Cone. Ug/mA3
Deg.C
Atm.
17-Mar-04
8:11:00
1011,7
5
0.951
17-Mar-04
8:11:20
992
5
0.951
17-Mar-04
8:11:40
970.7
5
0.951
17-Mar-04
8:12:00
946.5
5
0.951
17-Mar-04
8:12:20
920.1
5
0.951
17-Mar-04
8:12:40
892.5
5
0.951
17-Mar-04
8:13:00
864,5
5
0.951
17-Mar-04
8:13:20
834.8
5
0.951
17-Mar-04
8:13:40
804.8
5
0.951
17-Mar-04
8:14:00
773.9
5
0.951
17-Mar-04
8:14:20
743.8
5
0.951
17-Mar-04
8:14:40
714.1
5
0.951
17-Mar-04
8:15:00
685
5
0.951
17-Mar-04
8:15:20
656.6
5
0.951
17-Mar-04
8:15:40
628.6
5
0.951 Stop @816
17-Mar-04
8:21:00
314.7
4.9
0.951 Start @ 821
17-Mar-04
8:21:20
302.6
4.9
0.951
17-Mar-04
8:21:40
290.6
4.9
0.951
17-Mar-04
8:22:00
279.9
4.9
0.951
17-Mar-04
8:22:20
270
4.9
0.951
17-Mar-04
8:22:40
260.5
4.9
0.951
17-Mar-04
8:23:00
251.5
4.9
0.951
17-Mar-04
8:23:20
244
4.9
0.951
17-Mar-04
8:23:40
237.9
4.9
0.951
17-Mar-04
8:24:00
234.3
5
0.951
17-Mar-04
8:24:20
234.6
5
0.951
17-Mar-04
8:24:40
236.4
5
0.951
17-Mar-04
8:25:00
238.7
5.1
0.951
17-Mar-04
8:25:20
240.5
5.1
0.951
17-Mar-04
8:25:40
245.3
5.1
0.951
17-Mar-04
8:26:00
254.8
5.1
0.951
17-Mar-04
8:26:20
270.3
5.1
0.951
17-Mar-04
8:26:40
293.5
5.2
0.951
17-Mar-04
8:27:00
326.6
5.2
0.951
17-Mar-04
8:27:20
372.6
5.2
0.951
17-Mar-04
8:27:40
423.8
5.2
0.951
17-Mar-04
8:28:00
470.4
5.2
0.951
17-Mar-04
8:28:20
511.2
5.2
0.951
17-Mar-04
8:28:40
543.7
5.2
0.951
17-Mar-04
8:29:00
567.4
5.2
0.951
17-Mar-04
8:29:20
584.3
5.2
0.951
17-Mar-04
8:29:40
594.2
5.1
0.951
17-Mar-04
8:30:00
598.5
5.1
0.951
17-Mar-04
8:30:20
598.1
5.1
0.951
17-Mar-04
8:30:40
593.6
5.1
0.951
17-Mar-04
8:31:00
586
5.1
0.951
17-Mar-04
8:31:20
576.1
5.1
0.951
17-Mar-04
8:31:40
564.9
5.1
0.951
Chandler Array TEOM DATA	Page 4
-------
Date
Time
PM10 Mass
Cone. Ug/mA3
Amb Temp,
Deg.C
Amb Pres,
Atm.
17-Mar-04
8:32:00
551.7
5.1
0.951
17-Mar-04
8:32:20
537.5
5.1
0.951
17-Mar-04
8:32:40
522.8
5
0.951
17-Mar-04
8:33:00
506.7
5
0.951
17-Mar-04
8:33:20
491
5
0.952
17-Mar-04
8:33:40
474.8
5
0.952
17-Mar-04
8:34:00
458.4
5
0.951
Averages
983.3708543
5.0
1.0
17-Mar-04
9:17:00
86.2
4.4
0.952 Start Run # 2
17-Mar-04
9:17:20
87.1
4.4
0.952
17-Mar-04
9:17:40
89.9
4.4
0.952
17-Mar-04
9:18:00
92.8
4.4
0.952
17-Mar-04
9:18:20
94.9
4.4
0.952
17-Mar-04
9:18:40
97.2
4.4
0.952
17-Mar-04
9:19:00
98.3
4.4
0.952
17-Mar-04
9:19:20
99.8
4.5
0.952
17-Mar-04
9:19:40
104.1
4.5
0.952
17-Mar-04
9:20:00
113.2
4.5
0.952
17-Mar-04
9:20:20
128
4.5
0.952
17-Mar-04
9:20:40
149.9
4.5
0.952
17-Mar-04
9:21:00
180.6
4.5
0.952
17-Mar-04
9:21:20
222.6
4.5
0.952
17-Mar-04
9:21:40
279
4.5
0.952
17-Mar-04
9:22:00
353.8
4.5
0.952
17-Mar-04
9:22:20
444.1
4.5
0.952
17-Mar-04
9:22:40
518.9
4.5
0.952
17-Mar-04
9:23:00
579
4.6
0.952
17-Mar-04
9:23:20
624.2
4.5
0.952
17-Mar-04
9:23:40
658.2
4.6
0.952
17-Mar-04
9:24:00
682.7
4.5
0.952
17-Mar-04
9:24:20
698.3
4.6
0.952
17-Mar-04
9:24:40
706.2
4.6
0.952
17-Mar-04
9:25:00
708.6
4.6
0.952
17-Mar-04
9:25:20
705.6
4.6
0.952
17-Mar-04
9:25:40
699
4.6
0.952 Stop @ 926
17-Mar-04
9:42:00
116.6
4.8
0.952 Start @ 942
17-Mar-04
9:42:20
113.1
4.8
0.952
17-Mar-04
9:42:40
109.2
4.8
0.952
17-Mar-04
9:43:00
106
4.8
0.952
17-Mar-04
9:43:20
103
4.8
0.952
17-Mar-04
9:43:40
100.5
4.8
0.952
17-Mar-04
9:44:00
98.4
4.8
0.952
17-Mar-04
9:44:20
96.1
4.9
0.952
17-Mar-04
9:44:40
93.7
4.9
0.952
Chandler Array TEOM DATA
83
-------
Date
Time
Cone. Ug/mA3
17-Mar-04
9:45:00
91.2
17-Mar-04
9:45:20
88.5
17-Mar-04
9:45:40
86.5
17-Mar-04
9:46:00
88.2
17-Mar-04
9:46:20
93.2
17-Mar-04
9:46:40
98
17-Mar-04
9:47:00
102.9
17-Mar-04
9:47:20
107.3
17-Mar-04
9:47:40
110.7
17-Mar-04
9:48:00
114.8
17-Mar-04
9:48:20
121.9
17-Mar-04
9:48:40
132.8
17-Mar-04
9:49:00
148.6
17-Mar-04
9:49:20
170.6
17-Mar-04
9:49:40
200.6
17-Mar-04
9:50:00
241
17-Mar-04
9:50:20
294.7
17-Mar-04
9:50:40
365.8
17-Mar-04
9:51:00
459.3
17-Mar-04
9:51:20
582.1
17-Mar-04
9:51:40
742.7
17-Mar-04
11:53:00
49.8
17-Mar-04
11:53:20
50.4
17-Mar-04
11:53:40
50.5
17-Mar-04
11:54:00
50.5
17-Mar-04
11:54:20
52
17-Mar-04
11:54:40
53.8
17-Mar-04
11:55:00
55.6
17-Mar-Q4
11:55:20
57.3
17-Mar-04
11:55:40
58.1
17-Mar-04
11:56:00
59.1
t7-Mar-04
11:56:20
61.5
17-Mar-04
11:56:40
63.3
17-Mar-04
11:57:00
64.7
17-Mar-04
11:57:20
66.4
17-Mar-04
11:57:40
71.9
17-Mar-04
11:58:00
83.4
•17-Mar-04
11:58:20
94.2
17-Mar-04
11:58:40
103.6
17-Mar-04
11:59:00
113.9
17-Mar-04
11:59:20
124.4
17-Mar-04
11:59:40
136.9
17-Mar-04
12:00:00
153.4
17-Mar-04
12:00:20
175.1
17-Mar-04
12:00:40
203.8
17-Mar-04
12:01:00
241.8
17-Mar-04
12:01:20
291.8
17-Mar-04
12:01:40
357.6
Amb Temp, Amb Pres.
Deg. C	Atm.
4.9
0.952

4.9
0.952

4.9
0.952

4.9
0.952

4.9
0.952

4.9
0.952

5
0.952

5
0.952

5
0.952

5
0.952

5
0.952

5.1
0.952

5.1
0.952

5.1
0.952

5.2
0.952

5.2
0.952

5.2
0.952

5.2
0.952

5.2
0.952

5.3
0.952

5.3
0.952 Stop <£
£952
5.4
0.952 Start <£
11153
5.4
0.952

5.4
0.952

5.4
0.952

5.4
0.952

5.4
0.952

5.4
0.952

5.3
0.952

5.3
0.952

5.3
0.952

5.3
0.952

5.3
0.952

5.3
0.952

5.3
0.952

5.3
0.952

5.3
0.952

5.3
0.952

5.3
0.952

5.3
0.952

5.3
0.952

5.3
0.952

5.3
0.952

5.3
0.952

5.4
0.952

5.4
0.952

5.4
0.952

5.4
0.952

Chandler Array TEOM DATA
84
-------
Hafo
Time*
PM10 Mass
Amb Temp,
Amb Pres,
Udic
Ml lie
Cone. Ug/mA3
Deg.C
Atm.
17-Mar-04
12:02:00
443.9
5.4
0.952
17-Mar-04
12:02:20
557.1
5.4
0.952
17-Mar-04
12:02:40
705
5.4
0.952
17-Mar-04
12:03:00
898.4
5.4
0.952
17-Mar-04
12:03:20
1094.3
5.4
0.952
t7-Mar-04
12:03:40
1248.3
5.4
0.952
17-Mar-04
12:04:00
1370.1
5.4
0.952
17-Mar-04
12:04:20
1464.8
5.4
0.952
17-Mar-04
12:04:40
1535.1
5.4
0.952
17-Mar-04
12:05:00
1585.1
5.3
0.952
17-Mar-04
12:05:20
1615.6
5.3
0.952
17-Mar-04
12:05:40
1629.5
5.3
0.952
17-Mar-04
12:06:00
1630
5.3
0.952
17-Mar-04
12:06:20
1619.1
5.3
0.952
17-Mar-04
12:06:40
1598.6
5.3
0.952
17-Mar-04
12:07:00
1570.1
5.3
0.952
17-Mar-04
12:07:20
1535.7
5.3
0.952
17-Mar-04
12:07:40
1496.8
5.3
0.952
17-Mar-04
12:08:00
1454.1
5.3
0.952
17-Mar-04
12:08:20
1409.3
5.3
0.952
17-Mar-04
12:08:40
1363.3
5.3
0.952
17-Mar-04
12:09:00
1315.6
5.3
0.952
17-Mar-04
12:09:20
1266.8
5.3
0.952
17-Mar-04
12:09:40
1218.3
5.3
0.952
17-Mar-04
12:10:00
1169.7
5.3
0.952
17-Mar-04
12:10:20
1121.1
5.3
0.952
17-Mar-04
12:10:40
1073.5
5.3
0.952
17-Mar-04
12:11:00
1026.9
5.3
0.952
17-Mar-04
12:11:20
981.4
5.3
0.952
17-Mar-04
12:11:40
936.7
5.3
0.952
17-Mar-04
12:12:00
893.1
5.3
0.952
17-Mar-04
12:12:20
850.9
5.3
0.952
17-Mar-04
12:12:40
810.7
5.3
0.952
17-Mar-04
12:13:00
771.6
5,3
0.952
17-Mar-04
12:13:20
733.9
5.3
0.952
17-Mar-04
12:13:40
697.8
5.3
0.952
17-Mar-04
12:14:00
663.6
5.3
0.952
17-Mar-04
12:14:20
631.7
5.3
0.952
17-Mar-04
12:14:40
601.4
5.3
0.952
17-Mar-04
12:15:00
572.1
5.4
0.952
17-Mar-04
12:15:20
543.4
5.4
0.952
17-Mar-04
12:15:40
516.4
5.4
0.952
17-Mar-04
12:16:00
491.1
5.4
0.952
17-Mar-04
12:16:20
467.8
5.5
0.952
17-Mar-04
12:16:40
444.3
5.5
0.952
17-Mar-04
12:17:00
421.9
5.5
0.952
17-Mar-04
12:17:20
401.2
5.5
0.952
17-Mar-04
12:17:40
381.8
5.6
0.952
Chandler Array TEOM DATA	Page 7
-------
HatA
TirriA
PM10 Mass
Amb Temp,
Amb Pres,
L/Qlw
1 illlC?
Cone. Ug/mA3
Deg. C
Atm.
17-Mar-04
12:18:00
364.2
5.6
0.952
17-Mar-04
12:18:20
348
5.6
0.952
17-Mar-04
12:18:40
332.1
5.6
0.952
17-Mar-04
12:19:00
317.1
5.6
0.952
17-Mar-04
12:19:20
304
5,6
0.952
17-Mar-04
12:19:40
291.7
5.7
0.952
17-Mar-04
12:20:00
280.4
5.7
0.952
17-Mar-04
12:20:20
269.3
5.7
0.952
17-Mar-04
12:20:40
258.9
5.7
0.952
17-Mar-04
12:21:00
248.3
5.7
0.952
17-Mar-04
12:21:20
238.2
5.7
0.952
17-Mar-04
12:21:40
228.5
5.7
0.952
17-Mar-04
12:22:00
220.1
5.7
0.952
17-Mar-04
12:22:20
211.9
5.7
0.952
17-Mar-04
12:22:40
204.3
5.7
0.952 Stop @ 1223
17-Mar-04
13:11:00
59,1
6,2
0.952 Start @1311
17-Mar-04
13:11:20
58.9
6.2
0.952
17-Mar-04
13:11:40
58.5
6.2
0.952
17-Mar-04
13:12:00
57.6
6,2
0.952
17-Mar-04
13:12:20
61.8
6.2
0.952
17-Mar-04
13:12:40
70.2
6,2
0.952
17-Mar-04
13:13:00
77.1
6.2
0.952
17-Mar-04
13:13:20
84
6.3
0.952
17-Mar-04
13:13:40
89.7
6.3
0.952
17-Mar-04
13:14:00
95.4
6.3
0.952
17-Mar-04
13:14:20
100.9
6.4
0.952
17-Mar-04
13:14:40
108.7
6.4
0.952
17-Mar-04
13:15:00
121.6
6.5
0.952
17-Mar-04
13:15:20
141.1
6.6
0.952
17-Mar-04
13:15:40
168.6
6.6
0.952
17-Mar-04
13:16:00
206.4
6.7
0.952
17-Mar-04
13:16:20
257.3
6.7
0.952
17-Mar-04
13:16:40
324.9
6.8
0.952
17-Mar-04
13:17:00
414.2
6.8
0.952
17-Mar-04
13:17:20
531.4
6.8
0.952
17-Mar-04
13:17:40
684.9
6.8
0.952
17-Mar-04
13:18:00
885.5
6.8
0.952
17-Mar-04
13:18:20
1124.1
6.8
0.952
17-Mar-04
13:18:40
1320.3
6.8
0.952
17-Mar-04
13:19:00
1472,5
6.8
0.952
17-Mar-04
13:19:20
1587.1
6.8
0.952
17-Mar-04
13:19:40
1670.5
6.7
0.952
17-Mar-04
13:20:00
1726.9
6.7
0.952
17-Mar-04
13:20:20
1760
6.7
0.952
17-Mar-04
13:20:40
1774.8
6.7
0.952 Stop Run #2
Averages

495.3
5.4
1.0
Chandler Array TEOM DATA
86
-------
Date
Time
PM10 Mass
Cone. Ug/mA3
18-Mar-04
12:40:00
222.5
18-Mar-04
12:40:20
215.7
18-Mar-04
12:40:40
212.8
18-Mar-04
12:41:00
213.8
18-Mar-04
12:41:20
219.3
18-Mar-04
12:41:40
225.5
18-Mar-04
12:42:00
231.1
18-Mar-04
12:42:20
235.6
18-Mar-Q4
12:42:40
239.6
18-Mar-04
12:43:00
241.6
18-Mar-04
12:43:20
242.6
18-Mar-04
12:43:40
246
18-Mar-04
12:44:00
248.7
18-Mar-04
12:44:20
253.1
18-Mar-04
12:44:40
262.6
18-Mar-04
12:45:00
278.5
18-Mar-04
12:45:20
302.7
18-Mar-04
12:45:40
337.5
18-Mar-04
12:46:00
385.9
18-Mar-04
12:46:20
451.9
18-Mar-04
12:46:40
540.7
18-Mar-04
12:47:00
659
18-Mar-04
12:47:20
815.4
18-Mar-04
12:47:40
1021.4
18-Mar-04
12:48:00
1291.6
18-Mar-04
12:48:20
1645.5
18-Mar-04
12:48:40
2108
18-Mar-04
12:49:00
2711.8
18-Mar-04
12:49:20
3416.3
18-Mar-04
12:49:40
3987.5
18-Mar-04
12:50:00
4428.7
18-Mar-04
12:50:20
4757.6
18-Mar-04
12:50:40
4993.4
18-Mar-04
12:51:00
5149.3
18-Mar-04
12:51:20
5238.6
18-Mar-04
12:51:40
5272.9
18-Mar-04
12:52:00
5260.7
18-Mar-04
12:52:20
5211.9
18-Mar-04
12:52:40
5133.1
18-Mar-04
12:53:00
5032.3
18-Mar-04
12:53:20
4916.3
18-Mar-04
12:53:40
4786.5
18-Mar-04
12:54:00
4644
18-Mar-04
12:54:20
4493.2
18-Mar-04
12:54:40
4335.4
18-Mar-04
12:55:00
4173.8
Amb Temp, Amb Pres.
Deg. C	Atm.
15.7
0.956 Start Run # 3
15.7
0.956
15.7
0.955
15.7
0.955
15.6
0.955
15.6
0.955
15.6
0.955
15.7
0.955
15.7
0.955
15.7
0.955
15.7
0.955
15.7
0.955
15.7
0.955
15.8
0.955
15.8
0.955
15.8
0.955
15.8
0.955
15.9
0.955
15.9
0.955
15.9
0.955
15.9
0.955
15.9
0.955
15.9
0.955
15.9
0.955
15.9
0.955
15.9
0.955
15.9
0.955
16
0.955
16
0.955
16
0.955
16
0.955
16
0.955
16
0.955
16.1
0.955
16
0.955
16
0.955
15.9
0.955
15.9
0.955
15.9
0.955
15.8
0.955
15.8
0.955
15.8
0.955
15,7
0.955
15.7
0.955
15.7
0.955
15.7
0.955
Chandler Array TEOM DATA
87
-------
Date
PMIOMass AmbTemp, Amb Pres,
Cone. Ug/mA3 Deg. C	Atm.
18-Mar-04
12:55:20
4009.7
15.6
0.955

18-Mar-04
12:55:40
3846.1
15.6
0.955

18-Mar-04
12:56:00
3682.5
15.6
0.955

18-Mar-04
12:56:20
3522.6
15.6
0.955

18-Mar-04
12:56:40
3365.5
15.6
0.955

18-Mar-04
12:57:00
3211
15.6
0.955

18-Mar-04
12:57:20
3061.2
15.6
0.955

18-Mar-04
12:57:40
2917.9
15.6
0.955

18-Mar-04
12:58:00
2780.7
15.6
0.955

18-Mar-04
12:58:20
2650.8
15.7
0.955

18-Mar-04
12:58:40
2527.6
15.7
0.955

18-Mar-04
12:59:00
2412.6
15.7
0.955

18-Mar-04
12:59:20
2304.2
15.7
0.955

18-Mar-04
12:59:40
2201.3
15.7
0.955 Stop -------
Date
Time
Cone. Ug/mA3
18-Mar-04
13:55:20
97.7
18-Mar-04
13:55:40
105.9
18-Mar-04
13:56:00
122.2
18-Mar-04
13:56:20
148.2
18-Mar-04
13:56:40
181.7
18-Mar-04
13:57:00
210.1
18-Mar-04
13:57:20
233.9
18-Mar-04
13:57:40
253.3
18-Mar-04
13:58:00
268.5
18-Mar-04
13:58:20
283.3
18-Mar-04
13:58:40
302.5
18-Mar-04
13:59:00
328.3
18-Mar-04
13:59:20
362.9
18-Mar-04
13:59:40
409.4
18-Mar-04
14:00:00
471.6
18-Mar-04
14:00:20
554.4
18-Mar-04
14:00:40
664.2
18-Mar-04
14:01:00
809
18-Mar-04
14:01:20
999.7
18-Mar-04
14:01:40
1249.9
18-Mar-04
14:02:00
1577.8
18-Mar-04
14:02:20
2006.6
18-Mar-04
14:02:40
2566.6
18-Mar-04
14:03:00
3237.4
18-Mar-04
14:03:20
3790.8
18-Mar-04
14:03:40
4218
18-Mar-04
14:04:00
4539.3
18-Mar-04
14:04:20
4769.6
18-Mar-04
14:04:40
4923.3
18-Mar-04
14:05:00
5013.4
18-Mar-04
14:05:20
5050.4
18-Mar-04
14:05:40
5043
18-Mar-04
14:06:00
4999.7
18-Mar-04
14:06:20
4927.1
18-Mar-04
14:06:40
4831.3
18-Mar-04
14:07:00
4719
18-Mar-04
14:07:20
4592.3
18-Mar-04
14:07:40
4454.8
18-Mar-04
14:08:00
4310.5
18-Mar-04
14:08:20
4161.5
18-Mar-04
14:08:40
4009.2
18-Mar-04
14:09:00
3854.6
18-Mar-04
14:09:20
3698.5
18-Mar-04
14:09:40
3543.1
18-Mar-04
14:34:00
236.9
18-Mar-04
14:34:20
231.9
18-Mar-04
14:34:40
227.4
18-Mar-04
14:35:00
223.5
Amb Temp, Amb Pres,
Deg. C	Atm.
15.6
0.955

15.6
0.955

15.6
0.955

15.6
0.955

15.6
0.955

15.6
0.955

15.7
0.955

15.7
0.955

15.7
0.955

15.7
0.955

15.7
0.955

15.7
0.955

15.7
0.955

15.8
0.954

15.8
0.954

15.8
0.954

15.8
0.954

15.8
0.954

15.8
0.954

15.9
0.954

15.9
0.954

15.9
0.954

15.9
0.954

16
0.954

16
0.954

16
0.954

16
0.954

16.1
0.954

16.1
0.954

16.1
0.954

16.1
0.954

16.2
0.954

16.2
0.954

16.2
0.954

16.2
0.954

16.2
0.954

16.3
0.954

16.2
0.954

16.3
0.954

16.3
0.954

16.3
0.954

16.3
0.954

16.3
0.954

16.3
0.954 Stop <§
p 1410
14.9
0.954 Start 
-------
Date
Timp
PM10 Mass
Amb Temp,
Amb Pres,
1 II 1 IV
Cone. Ug/mA3
Deg. C
Atm.
18-Mar-Q4
14:35:20
220.7
14.9
0.954
18-Mar-04
14:35:40
218.7
14.9
0.954
18-Mar-04
14:36:00
217.3
14.9
0.954
18-Mar-04
14:36:20
215.8
14.9
0.954
18-Mar-04
14:36:40
214.7
14.9
0.954
18-Mar-04
14:37:00
214.8
14.8
0.954
18-Mar-04
14:37:20
218
14.8
0.954
18-Mar-04
14:37:40
225.5
14.7
0.954
18-Mar-04
14:38:00
238.3
14.7
0.954
18-Mar-04
14:38:20
257.5
14.7
0.954
18-Mar-04
14:38:40
276.7
14.7
0.954
18-Mar-04
14:39:00
292.9
14.7
0.954
18-Mar-04
14:39:20
307.8
14.7
0.954
18-Mar-04
14:39:40
329.9
14.6
0.954
18-Mar-04
14:40:00
355
14.6
0.954
18-Mar-04
14:40:20
379.5
14.6
0.954
18-Mar-04
14:40:40
400.4
14.5
0.954
18-Mar-04
14:41:00
417.9
14.5
0.954
18-Mar-04
14:41:20
431.3
14.5
0.954
18-Mar-04
14:41:40
440.8
14.5
0.954
18-Mar-04
14:42:00
451
14.4
0.954
18-Mar-04
14:42:20
458.9
14.4
0.954
18-Mar-04
14:42:40
463.6
14.4
0.954
18-Mar-04
14:43:00
467.2
14.3
0.954
18-Mar-04
14:43:20
468.5
14.2
0.954
18-Mar-04
14:43:40
468.1
14.1
0.954
18-Mar-04
14:44:00
466.1
14.1
0.954
18-Mar-04
14:44:20
461.3
14.1
0.954
18-Mar-04
14:44:40
456.5
14.1
0.954
18-Mar-04
14:45:00
450.1
14.1
0.954
18-Mar-04
14:45:20
443.1
14.1
0.954
18-Mar-04
14:45:40
434.7
14.1
0.954
18-Mar-04
14:46:00
424.7
14.1
0.954
18-Mar-04
14:46:20
414.7
14.1
0.954
18-Mar-04
14:46:40
404.3
14.1
0.954
18-Mar-04
14:47:00
394.5
14
0.954
18-Mar-04
14:47:20
384.8
14
0.954
18-Mar-04
14:47:40
374.6
14
0.954
18-Mar-04
14:48:00
364.7
14
0.954
18-Mar-04
14:48:20
356.5
14
0.954
18-Mar-04
14:48:40
349.1
14
0.954
18-Mar-04
14:49:00
342
14
0.954
18-Mar-04
14:49:20
335.2
14
0.954
18-Mar-04
14:49:40
327.9
14
0.954
18-Mar-04
14:50:00
320.1
14
0.954
Averages

1511.2
15.5
1.0
Chandler Array TEOM DATA
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg.C
Atm.
17-Mar-04
7:17:00
962.4
3.7
0.953
17-Mar-04
7:17:20
944.3
3.7
0.953
17-Mar-04
7:17:40
934.6
3.7
0.953
17-Mar-04
7:18:00
935.6
3.7
0.953
17-Mar-04
7:18:20
950.4
3.9
0.953
17-Mar-04
7:18:40
982.9
3.7
0.953
17-Mar-04
7:19:00
1037.9
3.7
0.953
17-Mar-04
7:19:20
1120.7
3.7
0.953
17-Mar-04
7:19:40
1197.2
3.7
0.953
17-Mar-04
7:20:00
1251.3
3.7
0.953
17-Mar-04
7:20:20
1285.6
3.8
0.953
17-Mar-04
7:20:40
1303.6
3.8
0.953
17-Mar-04
7:21:00
1315
3.8
0.953
17-Mar-04
7:21:20
1325.7
3.8
0.953
17-Mar-04
7:21:40
1337.3
3.8
0.953
17-Mar-04
7:22:00
1339.4
3.8
0.953
17-Mar-04
7:22:20
1330.3
3.8
0.953
17-Mar-04
7:22:40
1313.2
3.8
0.953
17-Mar-04
7:23:00
1288.8
3.8
0.953
17-Mar-04
7:23:20
1258.7
3.8
0.953
17-Mar-04
7:23:40
1224.4
3.8
0.953
17-Mar-04
7:24:00
1186.4
3.9
0.953
17-Mar-04
7:24:20
1145.6
3.8
0.953
17-Mar-04
7:24:40
1103.9
3.9
0.953
17-Mar-04
7:25:00
1061.9
3.9
0.953
17-Mar-04
7:25:20
1022.8
3.9
0.953
17-Mar-04
7:25:40
990.6
3.9
0.953
17-Mar-04
7:26:00
966.8
3.9
0.953
17-Mar-04
7:26:20
953.2
3.9
0.953
17-Mar-04
7:26:40
952.2
3.9
0.953
17-Mar-04
7:27:00
967
3.9
0.953
17-Mar-04
7:27:20
1001.4
3.9
0.953
17-Mar-04
7:27:40
1060.8
3.9
0.953
17-Mar-04
7:28:00
1146.7
3.9
0.953
17-Mar-04
7:28:20
1218.5
3.9
0.953
17-Mar-04
7:28:40
1268.2
3.9
0.953
17-Mar-04
7:29:00
1299.6
3.9
0.953
17-Mar-04
7:29:20
1316.3
3.9
0.953
17-Mar-04
7:29:40
1328.2
3.9
0.953
17-Mar-04
7:30:00
1342.8
3.9
0.953
17-Mar-04
7:30:20
1354.2
3.9
0.953
17-Mar-04
7:30:40
1353.7
3.9
0.953
17-Mar-04
7:31:00
1343.9
4
0.953
17-Mar-04
7:31:20
1325.9
4
0.953
17-Mar-04
7:31:40
1300.8
4
0.953
17-Mar-04
7:32:00
1271.3
4
0.953
17-Mar-04
7:32:20
1236.9
4
0.953
17-Mar-04
7:32:40
1199.3
4
0.953
17-Mar-04
7:33:00
1159.7
4
0.953
Chandler Baghouse TEOM DATA
91
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
17-Mar-04
7:33:20
1118.4
4
0.953
17-Mar-04
7:33:40
1076.4
4
0.953
17-Mar-04
7:34:00
1038.2
4
0.953
17-Mar-04
7:34:20
1007.4
4
0.953
17-Mar-04
7:34:40
985.4
4.1
0.953
17-Mar-04
7:35:00
974.2
4
0.953
17-Mar-04
7:35:20
976.4
4.1
0.953
17-Mar-04
7:35:40
995.4
4
0.953
17-Mar-04
7:36:00
1035.5
4
0.953
17-Mar-04
7:36:20
1102.3
4
0.953
17-Mar-04
7:36:40
1203.2
4
0.953
17-Mar-04
7:37:00
1324.4
4
0.953
17-Mar-04
7:37:20
1416.4
4
0.953
17-Mar-04
7:37:40
1480.9
4
0.953
17-Mar-04
7:38:00
1524
4
0.953
17-Mar-04
7:38:20
1563
4
0.953
17-Mar-04
7:38:40
1602
4
0.953
17-Mar-04
7:39:00
1624.9
4
0.953
17-Mar-04
7:39:20
1633.8
4
0.953
17-Mar-04
7:39:40
1630
4
0.953
17-Mar-04
7:40:00
1615.2
4.1
0.953
17-Mar-04
7:40:20
1591.3
4.1
0.953
17-Mar-04
7:40:40
1561.5
4.1
0.953
17-Mar-04
7:41:00
1527
4.1
0.953
17-Mar-04
7:41:20
1487.5
4.1
0.953
17-Mar-D4
7:41:40
1445.5
4.1
0.953
17-Mar-04
7:42:00
1401.3
4.1
0.953
17-Mar-04
7:42:20
1354.7
4.1
0.953
17-Mar-04
7:42:40
1312.3
4.1
0.953
17-Mar-04
7:43:00
1277.2
4.1
0.953
17-Mar-04
7:43:20
1251.8
4.1
0.953
17-Mar-04
7:43:40
1238.4
4.1
0.953
17-Mar-04
7:44:00
1240.3
4.2
0.953
17-Mar-04
7:44:20
1261.8
4.3
0.953
17-Mar-04
7:44:40
1307.7
4.2
0.953
17-Mar-04
7:45:00
1372.6
4.2
0.953
17-Mar-04
7:45:20
1418.9
4.1
0.953
17-Mar-04
7:45:40
1446
4.1
0.953
17-Mar-04
7:46:00
1457.5
4.2
0.953
17-Mar-04
7:46:20
1455.9
4.1
0.953
17-Mar-04
7:46:40
1444.4
4.2
0.953
17-Mar-04
7:47:00
1430.9
4.2
0.953
17-Mar-04
7:47:20
1419.6
4.2
0.953
17-Mar-04
7:47:40
1413.6
4.2
0.953
17-Mar-04
7:48:00
1412.6
4.2
0.953
17-Mar-04
7:48:20
1403.3
4.2
0.953
17-Mar-04
7:48:40
1385.7
4.3
0.953
17-Mar-04
7:49:00
1361.2
4.2
0.953
17-Mar-04
7:49:20
1331.1
4.2
0.953
Chandler Baghouse TEOM DATA
92
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
17-Mar-04
7:49:40
1296.4
4.2
0.953
17-Mar-04
7:50:00
1258.5
4.2
0.953
17-Mar-04
7:50:20
1218.3
4.2
0.953
17-Mar-04
7:50:40
1175.9
4.2
0.953
17-Mar-04
7:51:00
1133
4.2
0.953
17-Mar-04
7:51:20
1094.8
4.2
0.953
17-Mar-04
7:51:40
1063.1
4.2
0.953
17-Mar-04
7:58:00
1725.8
4.2
0.953
17-Mar-04
7:58:20
1690.7
4.2
0.953
17-Mar-04
7:58:40
1655.2
4.2
0.953
17-Mar-04
7:59:00
1621.7
4.2
0.953
17-Mar-04
7:59:20
1593
4.2
0.953
17-Mar-04
7:59:40
1571.9
4.2
0.953
17-Mar-04
8:00:00
1561.7
4.1
0.953
17-Mar-04
8:00:20
1566.6
4.1
0.953
17-Mar-04
8:00:40
1591.6
4.1
0.953
17-Mar-04
8:01:00
1643
4.1
0.953
17-Mar-04
8:01:20
1728.7
4.1
0.953
17-Mar-04
8:01:40
1859
4.1
0.952
17-Mar-04
8:02:00
2046.9
4.1
0.952
17-Mar-04
8:02:20
2309.6
4.1
0.952
17-Mar-04
8:02:40
2669.1
4.1
0.952
17-Mar-04
8:03:00
3153.3
4.1
0.952
17-Mar-04
8:03:20
3673
4.1
0.952
17-Mar-04
8:03:40
4282.8
4.1
0.952
17-Mar-04
8:04:00
4962.4
4.1
0.952
17-Mar-04
8:04:20
5498.9
4.1
0.952
17-Mar-04
8:04:40
5898
4.1
0.952
17-Mar-04
8:05:00
6179.2
4.1
0.952
17-Mar-04
8:05:20
6360.1
4.1
0.952
17-Mar-04
8:05:40
6458.1
4.1
0.952
17-Mar-04
8:06:00
6487.1
4.1
0.952
17-Mar-04
8:06:20
6458.9
4.1
0.952
17-Mar-04
8:06:40
6384.4
4.1
0.952
17-Mar-04
8:07:00
6272.3
4.1
0.952
17-Mar-04
8:07:20
6131.3
4.2
0.952
17-Mar-04
8:07:40
5969.7
4.1
0.952
17-Mar-04
8:08:00
5797.7
4.1
0.952
17-Mar-04
8:08:20
5621.1
4.2
0.952
17-Mar-04
8:08:40
5445.7
4.1
0.952
17-Mar-04
8:09:00
5275.4
4.1
0.952
17-Mar-04
8:09:20
5098.5
4.1
0.952
17-Mar-04
8:09:40
4913.8
4.1
0.952
17-Mar-04
8:10:00
4723.6
4.1
0.952
17-Mar-04
8:10:20
4530.7
4.1
0.952
17-Mar-04
8:10:40
4337.8
4.1
0.952
17-Mar-04
8:11:00
4145.7
4.1
0.952
17-Mar-04
8:11:20
3955.9
4.1
0.952
17-Mar-04
8:11:40
3768.9
4.1
0.952
Chandler Baghouse TEOM DATA
93
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres.
Cone. Ug/mA3
Deg. C
Attn.
17-Mar-04
8:12:00
3587.9
4.1
0.952
17-Mar-04
8:12:20
3417.2
4.1
0.952
17-Mar-04
8:12:40
3258.2
4.1
0.952
17-Mar-04
8:13:00
3112.7
4.1
0.952
17-Mar-04
8:13:20
2982.5
4.1
0.952
17-Mar-04
8:13:40
287P.4
4.1
0.952
17-Mar-04
8:14:00
2779.3
4.1
0.952
17-Mar-04
8:14:20
2713,5
4.1
0.952
17-Mar-04
8:14:40
2678.4
4.1
0,952
17-Mar-04
8:15:00
2680.8
4.1
0.952
17-Mar-04
8:15:20
2729.8
4.1
0.952
17-Mar-04
8:15:40
2820.8
4.1
0.952
17-Mar-04
8:21:00
2247.9
4
0.952
17-Mar-04
8:21:20
2164.9
4
0.952
17-Mar-04
8:21:40
2090.2
4.3
0.952
17-Mar-04
8:22:00
2026.1
4
0.952
17-Mar-04
8:22:20
1975.2
4
0.952
17-Mar-04
8:22:40
1941.1
4
0.952
17-Mar-04
8:23:00
1928.1
4
0.952
17-Mar-04
8:23:20
1941.7
4
0.952
17-Mar-04
8:23:40
1988.9
4.1
0.952
17-Mar-04
8:24:00
2078.9
4.1
0.952
17-Mar-04
8:24:20
2221.3
4.1
0.952
17-Mar-04
8:24:40
2354
4.2
0.952
17-Mar-04
8:25:00
2451
4.2
0.952
17-Mar-04
8:25:20
2532.6
4.2
0.952
17-Mar-04
8:25:40
2585.1
4.2
0.952
17-Mar-04
8:26:00
2608.9
4.2
0.952
17-Mar-04
8:26:20
2608
4.2
0.952
17-Mar-04
8:26:40
2587
4.2
0.952
17-Mar-04
8:27:00
2549.5
4.2
0.952
17-Mar-04
8:27:20
2499.4
4.2
0.952
17-Mar-04
8:27:40
2438.6
4.2
0.952
17-Mar-04
8:28:00
2370.4
4.2
0.952
17-Mar-04
8:28:20
2296.3
4.2
0.952
17-Mar-04
8:28:40
2217.5
4.2
0.952
17-Mar-04
8:29:00
2135.3
4.2
0.952
17-Mar-04
8:29:20
2051.5
4.2
0.952
17-Mar-04
8:29:40
1971.7
4.2
0.952
17-Mar-04
8:30:00
1897.8
4.2
0.952
17-Mar-04
8:30:20
1831.4
4.2
0.952
17-Mar-04
8:30:40
1774.7
4.2
0.952
17-Mar-04
8:31:00
1730
4.2
0.952
17-Mar-04
8:31:20
1700.4
4.2
0.952
17-Mar-04
8:31:40
1689.8
4.2
0.952
17-Mar-04
8:32:00
1702.8
4.2
0.952
17-Mar-04
8:32:20
1745.9
4.2
0.952
17-Mar-04
8:32:40
1818
4.2
0.952
17-Mar-04
8:33:00
1871
4.2
0.952
Chandler Baghouse TEOM DATA
94
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
17-Mar-04
8:33:20
1899.8
4.1
0.952
17-Mar-04
8:33:40
1911.4
4.1
0.952
17-Mar-04
8:34:00
1920.4
4.1
0.952
Average

2112.1
4.1
1.0
17-Mar-04
9:17:00
737.8
17-Mar-04
9:17:20
829.5
17-Mar-04
9:17:40
956.5
17-Mar-04
9:18:00
1102.1
17-Mar-04
9:18:20
1214.4
17-Mar-04
9:18:40
1305.1
17-Mar-04
9:19:00
1393.6
17-Mar-04
9:19:20
1476.3
17-Mar-04
9:19:40
1535.5
17-Mar-04
9:20:00
1574
17-Mar-04
9:20:20
1594.6
17-Mar-04
9:20:40
1599.4
17-Mar-04
9:21:00
1591.1
17-Mar-04
9:21:20
1572
17-Mar-04
9:21:40
1544.4
17-Mar-04
9:22:00
1509.8
17-Mar-04
9:22:20
1469.6
17-Mar-04
9:22:40
1425.5
17-Mar-04
9:23:00
1379.8
17-Mar-04
9:23:20
1337
17-Mar-04
9:23:40
1298.9
17-Mar-04
9:24:00
1267.2
17-Mar-04
9:24:20
1242.6
17-Mar-04
9:24:40
1215.6
17-Mar-04
9:25:00
1184
17-Mar-04
9:25:20
1149
17-Mar-04
9:25:40
1112.2
17-Mar-04
9:42:00
2124.1
17-Mar-04
9:42:20
2100.6
17-Mar-04
9:42:40
2065.3
17-Mar-04
9:43:00
2021.2
17-Mar-04
9:43:20
1969.3
17-Mar-04
9:43:40
1912
17-Mar-04
9:44:00
1850
17-Mar-04
9:44:20
1785.7
17-Mar-04
9:44:40
1719.9
17-Mar-04
9:45:00
1656.5
17-Mar-04
9:45:20
1597.2
17-Mar-04
9:45:40
1543.7
17-Mar-04
9:46:00
1497.7
17-Mar-04
9:46:20
1461.3
3.5	0.953 Start Run # 2
3.6	0.953
3.5	0.953
3.6	0.953
3.6	0.953
3.6	0.953
3.6	0.953
3.6	0.953
3.6	0.953
3.6	0.953
3.7	0.953
3.6	0.953
3.7	0.953
3.7	0.953
3.7	0.953
3.7	0.953
3.7	0.953
3.7	0.953
3.7	0.953
3.7	0.953
3.7	0.953
3.7	0.953
3.7	0.953
3.7	0.953
3.7	0.953
3.7	0.953
3.8	0.953 Stop @ 926
3.8	0.953 Start @ 942
3.8	0.953
3.8	0.953
3.8	0.953
3.9	0.953
3.9	0.953
3.9	0.953
3.9	0.953
3.9	0.953
3.9	0.953
3.9	0.953
3.9	0.953
4	0.953
4	0.953
Chandler Baghouse TEOM DATA
95
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg.C
Atm.
17-Mar-04
9:46:40
1437.1
4
0.953
17-Mar-04
9:47:00
1428.2
4
0.953
17-Mar-04
9:47:20
1438.8
4
0.953
17-Mar-04
9:47:40
1474.1
4.1
0.953
17-Mar-04
9:48:00
1540.9
4.1
0.953
17-Mar-04
9:48:20
1647.4
4.1
0.953
17-Mar-04
9:48:40
1751.7
4.1
0.953
17-Mar-04
9:49:00
1826.1
4.2
0.953
17-Mar-04
9:49:20
1891.3
4.2
0.953
17-Mar-04
9:49:40
1935.8
4.2
0.953
17-Mar-04
9:50:00
1957.5
4.2
0.953
17-Mar-04
9:50:20
1960.3
4.3
0.953
17-Mar-04
9:50:40
1947.2
4.3
0.953
17-Mar-04
9:51:00
1920.4
4.2
0.953
17-Mar-04
9:51:20
1883.7
4.2
0.953
17-Mar-04
9:51:40
1838.4
4.2
0.953
17-Mar-04
11:53:00
2556.4
4.3
0.954
17-Mar-04
11:53:20
2490.8
4.3
0.954
17-Mar-04
11:53:40
2418.2
4.3
0.954
17-Mar-04
11:54:00
2341.1
4.2
0.954
17-Mar-04
11:54:20
2260.3
4.2
0.954
17-Mar-04
11:54:40
2177.2
4.2
0.954
17-Mar-04
11:55:00
2093
4.2
0.954
17-Mar-04
11:55:20
2009.6
4.2
0.954
17-Mar-04
11:55:40
1932.3
4.2
0.954
17-Mar-04
11:56:00
1862.9
4.2
0.954
17-Mar-04
11:56:20
1803.3
4.2
0.954
17-Mar-04
11:56:40
1756
4.2
0.954
17-Mar-04
11:57:00
1723.9
4.2
0.954
17-Mar-04
11:57:20
1710.8
4.2
0.954
17-Mar-04
11:57:40
1721.6
4.2
0.954
17-Mar-04
11:58:00
1762.4
4.2
0.954
17-Mar-04
11:58:20
1841.2
4.2
0.954
17-Mar-04
11:58:40
1960.7
4.2
0.954
17-Mar-04
11:59:00
2060.2
4.2
0.954
17-Mar-04
11:59:20
2127.8
4.2
0.954
17-Mar-04
11:59:40
2172.6
4.3
0.954
17-Mar-04
12:00:00
2210.9
4.3
0.954
17-Mar-04
12:00:20
2251.1
4.3
0.954
17-Mar-04
12:00:40
2300.5
4.3
0.954
17-Mar-04
12:01:00
2344
4.4
0.954
17-Mar-04
12:01:20
2362.7
4.4
0.954
17-Mar-04
12:01:40
2361.7
4.4
0.954
17-Mar-04
12:02:00
2343.6
4.4
0.954
17-Mar-04
12:02:20
2311.1
4.4
0.954
17-Mar-04
12:02:40
2268.4
4.4
0.954
17-Mar-04
12:03:00
2217.9
4.4
0.954
17-Mar-04
12:03:20
2160.7
4.4
0.954
17-Mar-04
12:03:40
2098.9
4.4
0.954
Stop @ 952
Start® 1153
Chandler Baghouse TEOM DATA
96
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres.
Cone. Ug/mA3
Deg. C
Atm.
17-Mar-04
12:04:00
2034
4.3
0.954
17-Mar-04
12:04:20
1970.4
4.3
0.954
17-Mar-04
12:04:40
1910.8
4.3
0.954
17-Mar-04
12:05:00
1857.6
4.3
0.954
17-Mar-04
12:05:20
1813.2
4.2
0.954
17-Mar-04
12:05:40
1780.8
4.2
0.954
17-Mar-04
12:06:00
1764
4.2
0.954
17-Mar-04
12:06:20
1767.5
4.2
0.954
17-Mar-04
12:06:40
1796.9
4.2
0.954
17-Mar-04
12:07:00
1859.7
4.2
0.954
17-Mar-04
12:07:20
1961.8
4.2
0.954
17-Mar-04
12:07:40
2050.9
4.2
0.954
17-Mar-04
12:08:00
2108.4
4.2
0.954
17-Mar-04
12:08:20
2142.3
4.3
0.954
17-Mar-04
12:08:40
2164.5
4.3
0.954
17-Mar-04
12:09:00
2181.3
4.2
0.954
17-Mar-04
12:09:20
2189
4.2
0.954
17-Mar-04
12:09:40
2180.3
4.2
0.954
17-Mar-04
12:10:00
2157.5
4.2
0.954
17-Mar-04
12:10:20
2123.3
4.2
0.954
17-Mar-04
12:10:40
2079.6
4.3
0.954
17-Mar-04
12:11:00
2028.6
4.3
0.954
17-Mar-04
12:11:20
1972.2
4.3
0.954
17-Mar-04
12:11:40
1911.3
4.2
0.954
17-Mar-04
12:12:00
1847.2
4.2
0.954
17-Mar-04
12:12:20
1780.5
4.2
0.954
17-Mar-04
12:12:40
1713.3
4.2
0.954
17-Mar-04
12:13:00
1651.4
4.5
0.954
17-Mar-04
12:13:20
1597.5
4.3
0.954
17-Mar-04
12:13:40
1553.3
4.2
0.954
17-Mar-04
12:14:00
1521.6
4.2
0.954
17-Mar-04
12:14:20
1505.3
4.3
0.954
17-Mar-04
12:14:40
1508.5
4.3
0.954
17-Mar-04
12:15:00
1536.3
4.3
0.954
17-Mar-04
12:15:20
1595.1
4.3
0.954
17-Mar-04
12:15:40
1693.5
4.3
0.954
17-Mar-04
12:16:00
1835.5
4.3
0.954
17-Mar-04
12:16:20
1954.9
4.3
0.954
17-Mar-04
12:16:40
2038.4
4.4
0.954
17-Mar-04
12:17:00
2093.8
4.4
0.954
17-Mar-04
12:17:20
2141.4
4.4
0.954
17-Mar-04
12:17:40
2191.1
4.4
0.954
17-Mar-04
12:18:00
2236.2
4.4
0.954
17-Mar-04
12:18:20
2257
4.4
0.954
17-Mar-04
12:18:40
2258.5
4.4
0.954
17-Mar-04
12:19:00
2243.1
4.4
0.954
17-Mar-Q4
12:19:20
2214
4.4
0.954
17-Mar-04
12:19:40
2174.1
4.4
0.954
17-Mar-04
12:20:00
2124.8
4.4
0.954
Chandler Baghouse TEOM DATA
97
-------
Date
Time
PM10 Mass
Cone. Ug/mA3
17-Mar-04
12:20:20
2069.3
17-Mar-04
12:20:40
2008.4
17-Mar-04
12:21:00
1942.9
17-Mar-04
12:21:20
1876.1
17-Mar-04
12:21:40
1811.5
17-Mar-04
12:22:00
1752
17-Mar-04
12:22:20
1699.8
17-Mar-04
12:22:40
1656.9
17-Mar-04
13:11:00
3295.5
17-Mar-04
13:11:20
3258.7
17-Mar-04
13:11:40
3204.4
17-Mar-04
13:12:00
3136.7
17-Mar-04
13:12:20
3059.4
17-Mar-04
13:12:40
2973.8
17-Mar-04
13:13:00
2883.4
17-Mar-04
13:13:20
2787.7
17-Mar-04
13:13:40
2691.8
17-Mar-04
13:14:00
2600.2
17-Mar-04
13:14:20
2515.7
17-Mar-04
13:14:40
2441
17-Mar-04
13:15:00
2379.5
17-Mar-04
13:15:20
2334.9
17-Mar-04
13:15:40
2312.2
17-Mar-04
13:16:00
2317.5
17-Mar-04
13:16:20
2358.2
17-Mar-04
13:16:40
2444.3
17-Mar-04
13:17:00
2588.5
17-Mar-04
13:17:20
2788.7
17-Mar-04
13:17:40
2946.9
17-Mar-04
13:18:00
3075.6
17-Mar-04
13:18:20
3188.3
17-Mar-04
13:18:40
3259.8
17-Mar-04
13:19:00
3294.5
17-Mar-04
13:19:20
3298.9
17-Mar-04
13:19:40
3278.1
17-Mar-04
13:20:00
3236.4
17-Mar-04
13:20:20
3176.6
17-Mar-04
13:20:40
3103.9
17-Mar-04
13:21:00
3021.3
Averages

2011.0
Amb Temp, Amb Pres,
Deg. C	Atm.
4.5	0.954
4.5	0.954
4.5	0.954
4.5	0.954
4.5	0.954
4.5	0.954
4.5	0.954
4.4	0.954 Stop @ 1223
4.9	0.953 Start® 1311
4.9	0.953
5	0.953
5	0.953
5	0.953
5	0.953
5	0.953
5.1	0.953
5.1	0.953
5.1	0.953
5.2	0.953
5.2	0.953
5.3	0.953
5.3	0.953
5.4	0.953
5.4	0.953
5.5	0.953
5.5	0.953
5.5	0.953
5.5	0.953
5.5	0.953
5.5	0.953
5.6	0.953
5.5	0.953
5.5	0.953
5.5	0.953
5.5	0.953
5.5	0.953
5.5	0.953
5.5	0.953
5.5	0.953 Stop Run #2
4.3	1.0
18-Mar-04	12:40:00	3950.4
18-Mar-04	12:40:20	3972.8
18-Mar-04	12:40:40	3963.1
18-Mar-04	12:41:00	3927
18-Mar-04	12:41:20	3870.6
14.5	0.957 Start Run # 3
14.5	0.957
14.5	0.957
14.5	0.957
14.5	0.957
Chandler Baghouse TEOM DATA
98
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
18-Mar-04
12:41:40
3796.8
14.5
0.957
18-Mar-04
12:42:00
3708.8
14.4
0.957
18-Mar-04
12:42:20
3609.6
14.4
0.957
18-Mar-04
12:42:40
3501.3
14.4
0.957
18-Mar-04
12:43:00
3387.5
14.4
0.957
18-Mar-04
12:43:20
3275.2
14.4
0.957
18-Mar-04
12:43:40
3167.7
14.4
0.957
18-Mar-04
12:44:00
3068.6
14.4
0.957
18-Mar-04
12:44:20
2981.4
14.5
0.957
18-Mar-04
12:44:40
2910.5
14.5
0.957
18-Mar-04
12:45:00
2860.7
14.5
0.957
18-Mar-04
12:45:20
2838.3
14.5
0.957
18-Mar-04
12:45:40
2850.9
14.6
0.957
18-Mar-04
12:46:00
2908.3
14.5
0.957
18-Mar-04
12:46:20
3023.1
14.5
0.957
18-Mar-04
12:46:40
3211.2
14.5
0.957
18-Mar-04
12:47:00
3493.7
14.5
0.957
18-Mar-04
12:47:20
3880.3
14.5
0.957
18-Mar-04
12:47:40
4238.4
14.5
0.957
18-Mar-04
12:48:00
4524.6
14.5
0.957
18-Mar-04
12:48:20
4727.4
14.5
0.957
18-Mar-04
12:48:40
4857.3
14.6
0.957
18-Mar-04
12:49:00
4926.2
14.6
0.957
18-Mar-04
12:49:20
4945
14.6
0.957
18-Mar-04
12:49:40
4921.7
14.6
0.957
18-Mar-04
12:50:00
4863.6
14.6
0.957
18-Mar-04
12:50:20
4778.5
14.7
0.957
18-Mar-04
12:50:40
4671.3
14.7
0.957
18-Mar-04
12:51:00
4548.1
14.7
0.957
18-Mar-04
12:51:20
4411.4
14.7
0.957
18-Mar-04
12:51:40
4265.8
14.7
0.957
18-Mar-04
12:52:00
4116.9
14.7
0.957
18-Mar-04
12:52:20
3969.9
14.7
0.957
18-Mar-04
12:52:40
3828
14.7
0.957
18-Mar-04
12:53:00
3694.7
14.7
0.957
18-Mar-04
12:53:20
3573.7
14.7
0.957
18-Mar-04
12:53:40
3469.2
14.7
0.957
18-Mar-04
12:54:00
3386
14.6
0.957
18-Mar-04
12:54:20
3330.2
14.6
0.957
18-Mar-04
12:54:40
3309.4
14.6
0.957
18-Mar-04
12:55:00
3332.8
14.6
0.957
18-Mar-04
12:55:20
3412.4
14.6
0.957
18-Mar-04
12:55:40
3563.8
14.6
0.957
18-Mar-04
12:56:00
3776.9
14.6
0.957
18-Mar-04
12:56:20
3980.8
14.5
0.957
18-Mar-04
12:56:40
4156.4
14.5
0.957
18-Mar-04
12:57:00
4272.4
14.5
0.957
18-Mar-04
12:57:20
4336.1
14.5
0.957
18-Mar-04
12:57:40
4355.7
14.5
0.957
Chandler Baghouse TEOM DATA
99
-------
Date
Time
PM10 Mass
Cone. Ug/mA3
18-Mar-04
12:58:00
4339.8
18-Mar-04
12:58:20
4295.1
18-Mar-04
12:58:40
4226.2
18-Mar-04
12:59:00
4137.8
18-Mar-04
12:59:20
4033.8
18-Mar-04
12:59:40
3919.4
18-Mar-04
13:12:00
2710
18-Mar-04
13:12:20
2776.4
18-Mar-04
13:12:40
2900.8
18-Mar-04
13:13:00
3099.7
18-Mar-04
13:13:20
3335.9
18-Mar-04
13:13:40
3566.3
1S-Mar-04
13:14:00
3769.9
18-Mar-04
13:14:20
3911.9
18-Mar-04
13:14:40
4000.5
18-Mar-04
13:15:00
4044.3
18-Mar-04
13:15:20
4051.9
18-Mar-04
13:15:40
4028.6
18-Mar-04
13:16:00
3979.3
18-Mar-04
13:16:20
3909.2
18-Mar-04
13:16:40
3823.6
18-Mar-04
13:17:00
3728.8
18-Mar-04
13:17:20
3625.7
18-Mar-04
13:17:40
3516.6
18-Mar-04
13:18:00
3407.3
18-Mar-04
13:18:20
3301.6
18-Mar-04
13:18:40
3203.1
18-Mar-04
13:19:00
3115.7
18-Mar-04
13:19:20
3043.8
18-Mar-04
13:19:40
2992.8
18-Mar-04
13:20:00
2968.9
18-Mar-04
13:20:20
2980.2
18-Mar-04
13:20:40
3036.7
18-Mar-04
13:21:00
3151.2
18-Mar-04
13:21:20
3340.3
18-Mar-04
13:21:40
3593.5
18-Mar-04
13:22:00
3795.5
18-Mar-04
13:22:20
3975.4
18-Mar-Q4
13:22:40
4106.9
18-Mar-04
13:55:00
3137.1
18-Mar-04
13:55:20
3149.7
18-Mar-04
13:55:40
3212.6
18-Mar-04
13:56:00
3339.5
18-Mar-04
13:56:20
3548.1
18-Mar-04
13:56:40
3779.6
18-Mar-04
13:57:00
4015,4
18-Mar-04
13:57:20
4202.9
18-Mar-04
13:57:40
4330.4
18-Mar-04
13:58:00
4405.2
Amb Temp, Amb Pres,
Deg. C	Attn.
14.5	0.957
14.5	0.957
14.5	0.957
14.5	0.957
14.6	0.957
14.6	0.957 Stop @1300
14.7	0.957 Start @ 1312
14.7	0.957
14.7	0.957
14.7	0.957
14.7	0.957
14.7	0.957
14.8	0.957
14.8	0.957
14.8	0.957
14.8	0.957
14.8	0.957
14.8	0.957
14.8	0.957
14.8	0.957
14.8	0.957
14.8	0.957
14.8	0.957
14.8	0.957
14.8	0.957
14.8	0.957
14.8	0.957
14.8	0.957
14.8	0.957
14.8	0.957
14.8	0.957
14.8	0.957
14.8	0.957
14.8	0.957
14.8	0.957
14.7	0.957
14.7	0.957
14.7	0.957
14.7	0.957 Stop @ 1323
14.5	0.956 Start @1355
14.5	0.956
14.5	0.956
14.5	0.956
14.5	0.956
14.6	0.956
14.6	0.956
14.6	0.956
14.7	0.956
14.7	0.956
Chandler Baghouse TEOM DATA
100
-------
Date
Time
PM10 Mass
Cone. Ug/mA3
18-Mar-04
13:58:20
4438.5
18-Mar-04
13:58:40
4444.1
18-Mar-04
13:59:00
4425.1
18-Mar-04
13:59:20
4381.4
18-Mar-04
13:59:40
4317.8
18-Mar-04
14:00:00
4235.5
18-Mar-04
14:00:20
4136.6
18-Mar-04
14:00:40
4025.8
18-Mar-04
14:01:00
3907.3
18-Mar-04
14:01:20
3789
18-Mar-04
14:01:40
3675.1
18-Mar-04
14:02:00
3569.8
18-Mar-04
14:02:20
3477.7
18-Mar-04
14:02:40
3404.3
18-Mar-04
14:03:00
3355.8
18-Mar-04
14:03:20
3339.8
18-Mar-04
14:03:40
3365.8
18-Mar-04
14:04:00
3445.9
18-Mar-04
14:04:20
3595.7
18-Mar-04
14:04:40
3813.3
18-Mar-04
14:05:00
3982.8
18-Mar-04
14:05:20
4114.3
18-Mar-04
14:05:40
4245.8
18-Mar-04
14:06:00
4348.1
18-Mar-04
14:06:20
4401.3
18-Mar-04
14:06:40
4414.5
18-Mar-04
14:07:00
4393
18-Mar-04
14:07:20
4343.2
18-Mar-04
14:07:40
4271.3
18-Mar-04
14:08:00
4180.4
18-Mar-04
14:08:20
4075
18-Mar-04
14:08:40
3957.7
18-Mar-Q4
14:09:00
3830.9
18-Mar-04
14:09:20
3697.8
18-Mar-04
14:09:40
3562.5
18-Mar-04
14:34:00
4454.3
18-Mar-04
14:34:20
4350.4
18-Mar-04
14:34:40
4231.9
18-Mar-04
14:35:00
4103.2
18-Mar-04
14:35:20
3968
18-Mar-04
14:35:40
3830.9
18-Mar-04
14:36:00
3695.5
18-Mar-04
14:36:20
3565
18-Mar-04
14:36:40
3442.9
18-Mar-04
14:37:00
3332.4
18-Mar-Q4
14:37:20
3237.7
18-Mar-04
14:37:40
3163.9
18-Mar-04
14:38:00
3116.6
18-Mar-04
14:38:20
3103.2
Amb Temp, Amb Pres,
Deg. C	Atm.
14.7	0.956
14.7	0.956
14.7	0.956
14.7	0.956
14.7	0.956
14.7	0.956
14.7	0.956
14.7	0.956
14.7	0.956
14.7	0.956
14.7	0.956
14.7	0.956
14.7	0.956
14.7	0.956
14.7	0.956
14.6	0.956
14.7	0.956
14.7	0.956
14.7	0.956
14.7	0.956
14.8	0.956
14.8	0.956
14.8	0.956
14.9	0.956
14.9	0.956
14.9	0.956
14.9	0.956
14.9	0.956
14.9	0.956
14.8	0.956
14.9	0.956
14.8	0.956
14.8	0.956
14.9	0.956
14.8	0.956 Stop @1410
14.7	0.955 Start @ 1434
14.7	0.955
14.7	0.955
14.8	0.955
14.7	0.955
14.7	0.955
14.7	0.955
14.6	0.955
14.5	0.955
14.4	0.955
14.3	0.955
14.3	0.955
14.3	0.955
14.3	0.955
Chandler Baghouse TEOM DATA
101
-------
Date
Time
PMIOMass
Amb Temp,
Amb Pres.
Cone. Ug/mA3
Deg. C
Atm.
18-Mar-04
14:38:40
3132.7
14.2
0.955
18-Mar-04
14:39:00
3217
14.2
0.955
18-Mar-04
14:39:20
3371
14.1
0.955
18-Mar-04
14:39:40
3614.3
14
0.955
18-Mar-04
14:40:00
3900.1
14
0.955
18-Mar-04
14:40:20
4129.2
14
0.955
18-Mar-04
14:40:40
4289.2
14
0.955
18-Mar-04
14:41:00
4389.6
14.1
0.955
18-Mar-04
14:41:20
4439.9
14
0.955
18-Mar-Q4
14:41:40
4448.1
14
0.955
18-Mar-04
14:42:00
4423
14
0.955
18-Mar-04
14:42:20
4369.7
14
0.955
18-Mar-04
14:42:40
4292.4
13.9
0.955
18-Mar-04
14:43:00
4196.2
13.8
0.955
18-Mar-04
14:43:20
4085.6
13.7
0.955
18-Mar-04
14:43:40
3964.2
13.7
0.955
18-Mar-04
14:44:00
3835.1
13.6
0.955
18-Mar-04
14:44:20
3706.4
13.6
0.955
18-Mar-04
14:44:40
3582.3
13.6
0.955
18-Mar-04
14:45:00
3466.8
13.6
0.955
18-Mar-04
14:45:20
3363.5
13.6
0.955
18-Mar-04
14:45:40
3277.1
13.6
0.955
18-Mar-04
14:46:00
3212.7
13.7
0.955
18-Mar-04
14:46:20
3176.8
13.6
0.955
18-Mar-04
14:46:40
3177
13.6
0.955
18-Mar-04
14:47:00
3223.8
13.6
0.955
18-Mar-04
14:47:20
3330.2
13.6
0.955
18-Mar-04
14:47:40
3490.9
13.6
0.955
18-Mar-04
14:48:00
3609
13.6
0.955
18-Mar-04
14:48:20
3681.2
13.6
0.955
18-Mar-04
14:48:40
3735.9
13.5
0.955
18-Mar-04
14:49:00
3789.6
13.5
0.955
18-Mar-04
14:49:20
3830.6
13.5
0.955
18-Mar-04
14:49:40
3836.3
13.5
0.955
18-Mar-04
14:50:00
3812
13.5
0.955
Averages

3772.9
14.5
1.0
Chandler Baghouse TEOM DATA
102
-------
APPENDIX A5
CONCRETE SUPPLY TRUCK MIX
PM10TEOM DATA
-------

Tima
PM10 Mass
Amb Temp,
Amb Pres,
L/aiC
IIH it?
Cone. Ug/mA3
Deg. C
Atm.
12-May-04
7:50:00
25.2
19.8
0.992 Start Run # 1
12-May-04
7:50:20
24.9
19.8
0.992
12-May-04
7:50:40
19.4
19.8
0.992
12-May-04
7:51:00
7
19.8
0.992
12-May-04
7:51:20
-3.8
19.8
0.992
12-May-04
7:51:40
6.2
19.8
0,992
12-May-04
7:52:00
14.2
19.9
0.992
12-May-04
7:52:20
20.6
19.9
0.992
12-May-04
7:52:40
33.9
19.9
0.992
12-May-04
7:53:00
39.5
19.9
0.992
12-May-04
7:53:20
36.2
19.9
0.992
12-May-04
7:53:40
41.4
19.9
0.992
12-May-04
7:54:00
44.6
20
0.992
12-May-04
7:54:20
44.9
20
0.992
12-May-04
7:54:40
65.9
20
0.992
12-May-04
7:55:00
84.1
20
0.992
12-May-04
7:55:20
106.7
20
0.992
12-May-04
7:55:40
130.6
20.1
0.992
12-May-04
7:56:00
155
20.1
0.992
12-May-04
7:56:20
176.1
20.1
0.992
12-May-04
7:56:40
198.3
20.1
0.992
12-May-04
7:57:00
214.5
20.1
0.992
12-May-04
7:57:20
232
20.2
0.992
12-May-04
7:57:40
245.2
20.2
0.992
12-May-04
7:58:00
250.7
20.2
0.992
12-May-04
7:58:20
251.5
20.2
0.992
12-May-04
7:58:40
260.6
20.2
0.992
12-May-04
7:59:00
266.6
20.3
0.992
12-May-04
7:59:20
266.5
20.3
0.992
12-May-04
7:59:40
253.8
20.3
0.992
12-May-04
8:00:00
254.1
20.3
0.992
12-May-04
8:00:20
256.5
20.3
0.992
12-May-04
8:00:40
256.7
20.3
0.992
12-May-04
8:01:00
227.9
20.4
0.992
12-May-04
8:01:20
217.3
20.4
0.992
12-May-04
8:01:40
213.5
20.4
0.992
12-May-04
8:02:00
203.1
20.4
0.992
12-May-04
8:02:20
200.8
20.4
0.992
12-May-04
8:02:40
191.4
20.4
0.992
12-May-04
8:03:00
180
20,4
0.992
12-May-04
8:03:20
176.2
20.5
0.992
12-May-04
8:03:40
167.2
20.5
0.992
12-May-04
8:04:00
157.3
20.5
0.992
12-May-04
8:04:20
150.5
20.5
0.992
12-May-04
8:04:40
160.5
20.5
0.992
12-May-04
8:05:00
161.4
20.6
0.992
12-May-04
8:05:20
165.2
20.6
0.992
12-May-04
8:05:40
167.2
20.6
0.992
Concrete Supply Array TEOM Data	Page 1
-------
Hafa
Timia
PM10 Mass
Amb Temp,
Amb Pres.
L/CflU
IIIIIC
Cone. Ug/mA3
Deg. C
Atm.
12-May-04
8:06:00
180.5
20.6
0.992
12-May-04
8:06:20
182.3
20.6
0.992
12-May-04
8:06:40
190.2
20.6
0.992
12-May-04
8:07:00
189.4
20.7
0.992
12-May-04
8:07:20
205.3
20.7
0.992
12-May-04
8:07:40
210.1
20.7
0.992
12-May-04
8:08:00
202.9
20.7
0.992
12-May-04
8:08:20
202.9
20.7
0.992
12-May-04
8:08:40
209.2
20.8
0.992
12-May-04
8:09:00
202.2
20.8
0.992
12-May-04
8:09:20
197.6
20.8
0.992
12-May-04
8:09:40
199.2
20.8
0.992
12-May-04
8:10:00
199.8
20.8
0.992
12-May-04
8:10:20
195.2
20.8
0.992
12-May-04
8:10:40
188.8
20.8
0.992
12-May-04
8:11:00
189.9
20.8
0.992
12-May-04
8:11:20
187.6
20.8
0.992
12-May-04
8:11:40
208.8
20.8
0.992
12-May-04
8:12:00
226.7
20.8
0.992
12-May-04
8:12:20
244.9
20.8
0.992
12-May-04
8:12:40
267.8
20.8
0.992
12-May-04
8:13:00
297.4
20.9
0.992
12-May-04
8:13:20
331.6
20.9
0.992
12-May-04
8:13:40
384
20.9
0.992
12-May-04
8:14:00
436.9
20.9
0.992
12-May-04
8:14:20
484.5
20.9
0.992
12-May-04
8:14:40
513.1
20.9
0.992
12-May-04
8:15:00
533.4
20.9
0.992
12-May-04
8:15:20
559.5
20.9
0.992
12-May-04
8:15:40
578.4
20.9
0,993
12-May-04
8:16:00
595.3
20.9
0.993
12-May-04
8:16:20
625.3
21
0.992
12-May-04
8:16:40
643.4
21
0.992
12-May-04
8:17:00
664.8
21
0.992
12-May-04
8:17:20
679.5
21
0.993
12-May-04
8:17:40
681.2
21
0.992
12-May-04
8:18:00
679.3
21
0.992
12-May-04
8:18:20
673.9
20.9
0.992
12-May-04
8:18:40
670.1
21
0.993
12-May-04
8:19:00
664.8
21
0.992
12-May-04
8:19:20
655.2
21
0.992
12-May-04
8:19:40
646.6
21
0.992
12-May-04
8:20:00
627.9
21
0.992
12-May-04
8:20:20
606.4
21.1
0.992
12-May-04
8:20:40
590.6
21.1
0.992
12-May-04
8:21:00
573.1
21.1
0.992
12-May-04
8:21:20
551.1
21.1
0.992
12-May-04
8:21:40
526.1
21.1
0.992
Concrete Supply Array TEOM Data
-------
_ .	PM10 Mass AmbTemp, AmbPres,
Ddto	Time ^ ,, , A#5 n ^	,,
Cone. Ug/mA3 Deg. C	Atm.
12-May-04
8:22:00
500.7
21.1
0.993
12-May-04
8:22:20
483.7
21.1
0.992
12-May-04
8:22:40
483.1
21.1
0.992
12-May-04
8:23:00
479.4
21.1
0.993
12-May-04
8:23:20
487.4
21.2
0.993
12-May-04
8:23:40
487.1
21.2
0.993
12-May-04
8:24:00
492.4
21.2
0.993
12-May-04
8:24:20
495.6
21.2
0.993
12-May-04
8:24:40
404.3
21.2
0.993
12-May-04
8:25:00
491
21.2
0.993
12-May-04
8:25:20
485.9
21.2
0.993
12-May-04
8:25:40
480.8
21.2
0.993
12-May-04
8:26:00
472
21.2
0.993
12-May-04
8:26:20
458.6
21.3
0.993
12-May-04
8:26:40
452.1
21.3
0.993
12-May-04
8:27:00
443.8
21.3
0.993
12-May-04
8:27:20
426.7
21.3
0.993
12-May-04
8:27:40
409.4
21.3
0.993
12-May-04
8:28:00
395.7
21.3
0.993
12-May-04
8:28:20
385.3
21.3
0.993
12-May-04
8:28:40
377
21.3
0.992
12-May-04
8:29:00
361.2
21.3
0.993
12-May-04
8:29:20
350.9
21.3
0.993
12-May-04
8:29:40
330.8
21.3
0.993
12-May-04
8:30:00
319
21.3
0.993
12-May-04
8:30:20
314.3
21.3
0.993
12-May-04
8:30:40
300.7
21.3
0.993
12-May-04
8:31:00
291.3
21.3
0.993
12-May-04
8:31:20
293.7
21.3
0.992
12-May-04
8:31:40
299.1
21.3
0.992
12-May-04
8:32:00
286.4
21.3
0.993
12-May-04
8:32:20
282.6
21.4
0.993
12-May-04
8:32:40
282.3
21.4
0.993
12-May-04
8:33:00
279.6
21.4
0.993
12-May-04
8:33:20
276.4
21.4
0.993
12-May-04
8:33:40
269.2
21.4
0.993
12-May-04
8:34:00
255.4
21.4
0.993
12-May-04
8:34:20
243.5
21.4
0.993
12-May-04
8:34:40
240.4
21.4
0.993
12-May-04
8:35:00
239
21.5
0.993
12-May-04
8:35:20
231.7
21.5
0.993
12-May-04
8:35:40
227.8
21.5
0.993
12-May-04
8:36:00
227.8
21.5
0.993
12-May-04
8:36:20
222
21.5
0.992
12-May-04
8:36:40
218.5
21.5
0.993
12-May-04
8:37:00
212.4
21.5
0.992
12-May-04
8:37:20
210.8
21.5
0.992
12-May-04
8:37:40
208.9
21.5
0.993
Concrete Supply Array TEOM Data	Page 3
-------
Date
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-CW
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
Averages
Time
8:38:00
8:38:20
8:38:40
8:39:00
8:39:20
8:39:40
8:40:00
8:40:20
8:40:40
8:41:00
8:41:20
8:41:40
8:42:00
8:42:20
8:42:40
8:43:00
8:43:20
8:43:40
8:44:00
8:44:20
8:44:40
8:45:00
8:45:20
8:45:40
8:46:00
8:46:20
8:46:40
8:47:00
8:47:20
8:47:40
8:48:00
8:48:20
8:48:40
8:49:00
8:49:20
8:49:40
8:50:00
8:50:20
8:50:40
PM10 Mass
Cone. Ug/mA3
255.4
340.9
430.3
504
567.1
621.3
653
675.1
692.2
700.9
705.6
703.8
697.8
681.2
670.2
659.8
647
635.9
623.1
605.8
587.5
565.5
544.5
525.3
504.2
485.2
467.5
447.8
430.1
415.5
400.4
389.8
382
377.1
378.7
380.3
392.6
384.1
379.9
351.0
Amb Temp,
Deg. C
21.5
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.7
21.7
21.7
21.7
21.7
21.7
21.7
21.7
21.8
21.8
21.8
21.8
21.8
21.8
21.8
21.8
21.8
21.9
21.9
21.9
21.9
21.9
21.9
21.9
21.9
21.9
21.9
21.9
21.0
Amb Pres,
Atm.
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993 Stop Run # 1
0.992
12-May-04	10:07:00	49.6	24	0.993 Start Run # 2
12-May-04	10:07:20	51.1	24	0.993
12-May-04	10:07:40	53.8	24	0.993
12-May-Q4	10:08:00	56.3	24	0.992
12-May-04	10:08:20	59.5	24.1	0.992
Concrete Supply Array TEOM Data
107
-------
r\

PM10 Mass
Amb Temp,
Amb Pres,
uaie
Tim©
Cone. Ug/mA3
Deg. C
Atm.
12-May-04
10:08:40
57.3
24.1
0.992
12-May-04
10:09:00
54.8
24.1
0.992
12-May-04
10:09:20
62
24.1
0.992
12-May-04
10:09:40
61
24.1
0.992
12-May-04
10:10:00
56.5
24
0.992
12-May-04
10:10:20
66.9
24
0.992
12-May-04
10:10:40
73.1
24
0.992
12-May-04
10:11:00
78.9
23.9
0.992
12-May-04
10:11:20
84.6
23.9
0.992
12-May-04
10:11:40
92.7
23.9
0.992
12-May-04
10:12:00
98.4
23.8
0.992
12-May-04
10:12:20
99.5
23.9
0.992
12-May-04
10:12:40
104.1
23.9
0.992
12-May-04
10:13:00
113.5
23.9
0.992
12-May-04
10:13:20
119.7
23.9
0.992
12-May-04
10:13:40
133.6
23.9
0.992
12-May-04
10:14:00
155.2
23.9
0.992
12-May-04
10:14:20
178.4
23.9
0.992
12-May-04
10:14:40
200.9
23.9
0.992
12-May-04
10:15:00
217.8
23.9
0.992
12-May-04
10:15:20
231.1
23.9
0.992
12-May-04
10:15:40
252
24
0.992
12-May-04
10:16:00
266.2
24
0.992
12-May-04
10:16:20
284.4
24.1
0.992
12-May-04
10:16:40
291.6
24.1
0.992
12-May-04
10:17:00
301.4
24.2
0.992
12-May-04
10:17:20
310
24.2
0.992
12-May-04
10:17:40
357.4
24.3
0.992
12-May-04
10:18:00
431.6
24.3
0.992
12-May-04
10:18:20
534.7
24.4
0.992
12-May-04
10:18:40
687.1
24.4
0.992
12-May-04
10:19:00
831.9
24.5
0.992
12-May-04
10:19:20
969.5
24.5
0.992
12-May-04
10:19:40
1124.6
24.5
0.992
12-May-04
10:20:00
1263.1
24.6
0.992
12-May-04
10:20:20
1381.6
24.6
0.992
12-May-04
10:20:40
1477.6
24.7
0.992
12-May-04
10:21:00
1543.4
24.7
0.992
12-May-04
10:21:20
1596.8
24.7
0.992
12-May-04
10:21:40
1674.2
24.8
0.992
12-May-04
10:22:00
1787.9
24.8
0.992
12-May-04
10:22:20
1898
24.8
0.992
12-May-04
10:22:40
1991.7
24.8
0.992
12-May-04
10:23:00
2061.7
24.8
0.992
12-May-04
10:23:20
2108.4
24.9
0.992
12-May-04
10:23:40
2143.1
24.9
0.992
12-May-04
10:24:00
2162.7
24.9
0.992
12-May-04
10:24:20
2162.1
24.9
0.992
Concrete Supply Array TEOM Data
108
-------
nafa
Tieno
PM10 Mass
Amb Temp,
Amb Pres,
L/alv
1 If 116
Cone. Ug/mA3
Deg. C
Atm.
12-May-04
10:24:40
2146.9
24.9
0.992
12-May-04
10:25:00
2125.4
25
0.992
12-May-04
10:25:20
2083.5
25
0.992
12-May-04
10:25:40
2037.3
25
0.992
12-May-04
10:26:00
1988.6
25
0.992
12-May-04
10:26:20
1945.6
25
0.992
12-May-04
10:26:40
1897.3
25
0.992
12-May-04
10:27:00
1850.7
25
0.992
12-May-04
10:27:20
1813.9
25.1
0.992
12-May-04
10:27:40
1771.6
25.1
0.992
12-May-04
10:28:00
1736.8
25.1
0.992
12-May-04
10:28:20
1700.5
25.1
0.992
12-May-04
10:28:40
1664.7
25.1
0.992
12-May-04
10:29:00
1634.3
25
0.992
12-May-04
10:29:20
1607.6
25
0.992
12-May-04
10:29:40
1571.3
25
0.992
12-May-04
10:30:00
1540.1
25
0.992
12-May-04
10:30:20
1503.2
25
0.992
12-May-04
10:30:40
1455.9
25
0.992
12-May-04
10:31:00
1405.6
25
0.992
12-May-04
10:31:20
1404.2
25
0.992
12-May-04
10:31:40
1455.7
25
0.992
12-May-04
10:32:00
1520.9
25
0.992
12-May-04
10:32:20
1580.6
25
0.992
12-May-04
10:32:40
1626.7
25
0.992
12-May-04
10:33:00
1667.8
25
0.992
12-May-04
10:33:20
1747.1
24.9
0.992
12-May-04
10:33:40
1843.8
24.9
0.992
12-May-Q4
10:34:00
1938.8
24.9
0.992
12-May-04
10:34:20
2016
24.9
0.992
12-May-04
10:34:40
2070.6
24.9
0.992
12-May-04
10:35:00
2121.1
24.9
0.992
12-May-04
10:35:20
2155.5
24.8
0.992
12-May-04
10:35:40
2175
24.8
0.992
12-May-04
10:36:00
2174.8
24.8
0.992
12-May-04
10:36:20
2167.8
24.8
0.992
12-May-04
10:36:40
2140.4
24.8
0.992
12-May-04
10:37:00
2097.8
24.7
0.992
12-May-Q4
10:37:20
2051.9
24.7
0.992
12-May-04
10:37:40
2008.5
24.6
0.992
12-May-04
10:38:00
1965.8
24.6
0.992
12-May-04
10:38:20
1918.5
24.6
0.992
12-May-04
10:38:40
1856.7
24.6
0.992
12-May-04
10:39:00
1799.4
24.5
0.992
12-May-04
10:39:20
1747.1
24.5
0.992
12-May-04
10:39:40
1679.9
24.5
0.992
12-May-04
10:40:00
1617.3
24.5
0.992
12-May-04
10:40:20
1558.6
24.4
0.992
Concrete Supply Array TEOM Data
-------
naffi
Tjmo
PM10 Mass
Amb Temp,
Amb Pres,
Uaio
I illlCS
Cone. Ug/mA3
Deg. C
Atm.
12-May-04
10:40:40
1498.3
24.4
0.992
12-May-04
10:41:00
1440.5
24.3
0.992
12-May-04
10:41:20
1372.7
24.2
0.992
12-May-04
10:41:40
1312
24.1
0.992
12-May-04
10:42:00
1248.5
24
0.992
12-May-04
10:42:20
1185.3
24
0.992
12-May-04
10:42:40
1129.3
23.9
0.992
12-May-04
10:43:00
1073.8
23.9
0.992
12-May-04
10:43:20
1018.1
23.8
0.992
12-May-CW
10:43:40
965.3
23.9
0.992
12-May-04
10:44:00
916.5
23.9
0.992
12-May-04
10:44:20
873.5
23.9
0.992
12-May-04
10:44:40
830.5
23.8
0.992
12-May-04
10:45:00
788.9
23.8
0.992
12-May-04
10:45:20
750.2
23.8
0.992
12-May-04
10:45:40
721.8
23.9
0.992
12-May-04
10:46:00
686.9
23.9
0.992
12-May-04
10:46:20
650.1
23.9
0.992
12-May-04
10:46:40
618.3
23.9
0.992
12-May-04
10:47:00
591.8
23.9
0.992
12-May-04
10:47:20
562.6
23.9
0.992
12-May-04
10:47:40
531.6
23.9
0.992
12-May-04
10:48:00
509.5
23.9
0.992
12-May-04
10:48:20
485.4
24
0.992
12-May-04
10:48:40
460
24
0.992
12-May-04
10:49:00
439
24
0.992
12-May-04
10:49:20
423.5
23.9
0.992
12-May-04
10:49:40
399
23.9
0.992
12-May-04
10:50:00
372.1
23.9
0.992
12-May-04
10:50:20
351
23.9
0.992
12-May-04
10:50:40
334
23.9
0.992
12-May-04
10:51:00
318.1
23.9
0.992
12-May-04
10:51:20
303.8
23.9
0.992
12-May-04
10:51:40
281.9
23.9
0.992
12-May-04
10:52:00
274.9
23.9
0.992
12-May-04
10:52:20
259.4
23.9
0.992
12-May-04
10:52:40
249.6
23.9
0.992
12-May-04
10:53:00
236.8
23.9
0.992
12-May-04
10:53:20
224.4
24
0.992
12-May-04
10:53:40
218.8
24
0.992
12-May-04
10:54:00
210.8
24
0.992
12-May-04
10:54:20
198.7
24
0.992
12-May-04
10:54:40
194.5
23.9
0.992
12-May-04
10:55:00
190.7
23.9
0.992
12-May-04
10:55:20
182.3
23.8
0.992
12-May-04
10:55:40
174.5
23.8
0.992
12-May-04
10:56:00
165.3
23.8
0.992
12-May-04
10:56:20
159.1
23.9
0.992
Concrete Supply Array TEQM Data	Page 7
-------
Date
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
12-May-04
Averages
Time
10:56:40
10:57:00
10:57:20
10:57:40
10:58:00
10:58:20
10:58:40
10:59:00
10:59:20
10:59:40
11:00:00
11:00:20
11:00:40
11:01:00
11:01:20
11:01:40
11:02:00
11:02:20
11:02:40
11:03:00
11:03:20
11:03:40
11:04:00
11:04:20
11:04:40
11:05:00
11:05:20
11:05:40
11:06:00
11:06:20
11:06:40
PM10 Mass
Cone. Ug/mA3
149.9
144.2
136.2
130.4
126.1
123.2
120
113.3
106.4
104
103.2
104.5
97.5
97.9
99
93.9
93.8
94.9
96.1
94.1
86.2
84.9
81.2
83.9
89.9
96.9
105.1
110.8
117.4
123.6
135.9
854.6
Amb Temp,
Deg. C
23.9
23.9
23.9
23.9
23.9
23.9
23.9
23.8
23.9
23.9
23.9
23.8
23.9
23.9
23.9
23.9
23.8
23.8
23.6
23.5
23.5
23.5
23.5
23.4
23.4
23.4
23.4
23.4
23.3
23.3
23.3
24.2
Amb Pres,
Atm.
0.992
0.992
0.992
0.992
0.992
0.992
0.992
0.992
0.992
0.992
0.992
0.992
0.992
0.992
0.992
0.992
0.992
0.992
0.992
0.992
0.992
0.992
0.992
0.992
0.992
0.992
0.992
0.992
0.992
0.992
0.992 Stop Run # 2
0.992
13-May-04
9:06:00
568.2
20.5
13-May-04
9:06:20
559.1
20.5
13-May-04
9:06:40
538.7
20.5
13-May-04
9:07:00
525.5
20.5
13-May-04
9:07:20
511.4
20.5
13-May-04
9:07:40
492.7
20.6
13-May-04
9:08:00
474.8
20.6
13-May-04
9:08:20
458.4
20.6
13-May-04
9:08:40
441.9
20.5
13-May-04
9:09:00
427.2
20.5
13-May-04
9:09:20
408.2
20.6
13-May-04
9:09:40
388.4
20.6
0.993 Start Run # 3
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
0.993
Concrete Supply Array TEOM Data
HI
-------
Dofo
Timo
PM10 Mass
Amb Temp,
Amb Pres,
L/CUO
1 11116
Cone. Ug/mA3
Deg. C
Atm.
13-May-04
9:10:00
373.2
20.6
0.993
13-May-04
9:10:20
365.5
20.5
0.993
13-May-04
9:10:40
363
20.5
0.993
13-May-04
9:11:00
351.8
20.5
0.993
13-May-04
9:11:20
338.4
20.5
0.993
13-May-04
9:11:40
325.2
20.6
0.993
13-May-04
9:12:00
305.7
20.6
0.993
13-May-04
9:12:20
297.5
20.6
0.993
13-May-04
9:12:40
280.2
20.6
0.993
13-May-04
9:13:00
267.2
20.7
0.993
13-May-04
9:13:20
260.1
20.7
0.993
13-May-04
9:13:40
258.7
20.7
0.993
13-May-04
9:14:00
249.9
20.7
0.993
13-May-04
9:14:20
233.1
20.6
0.993
13-May-04
9:14:40
218.5
20.6
0.993
13-May-04
9:15:00
212.4
20.6
0.993
13-May-04
9:15:20
203.9
20.6
0.993
13-May-04
9:15:40
199.2
20.6
0.993
13-May-04
9:16:00
185.3
20.6
0.993
13-May-04
9:16:20
180.6
20.5
0.993
13-May-04
9:16:40
175.7
20.5
0.993
13-May-04
9:17:00
163.9
20.5
0.993
13-May-04
9:17:20
156.4
20.5
0.993
13-May-04
9:17:40
150.9
20.5
0.993
13-May-04
9:18:00
141.4
20.5
0.993
13-May-04
9:18:20
137.3
20.5
0.993
13-May-04
9:18:40
131.8
20.4
0.993
13-May-04
9:19:00
126.7
20.4
0.993
13-May-04
9:19:20
133.5
20.4
0.993
13-May-04
9:19:40
132.9
20.4
0.993
13-May-04
9:20:00
138.2
20.4
0.993
13-May-04
9:20:20
134.2
20.5
0.993
13-May-04
9:20:40
137.4
20.4
0.993
13-May-04
9:21:00
139.5
20.4
0.993
13-May-04
9:21:20
136.5
20.5
0.993
13-May-04
9:21:40
158.8
20.5
0.993
13-May-04
9:22:00
178.6
20.5
0.993
13-May-04
9:22:20
195.6
20.5
0.993
13-May-04
9:22:40
218.7
20.6
0.993
13-May-04
9:23:00
244.9
20.6
0.993
13-May-04
9:23:20
270.1
20.6
0.993
13-May-04
9:23:40
283.8
20.6
0.993
13-May-04
9:24:00
301.9
20.7
0.993
13-May-04
9:24:20
352.7
20.7
0.993
13-May-04
9:24:40
441.3
20.7
0.993
13-May-04
9:25:00
539.1
20.7
0.993
13-May-04
9:25:20
650.2
20.7
0.993
13-May-04
9:25:40
762.9
20.8
0.993
Concrete Supply Array TEOM Data	Page 9
-------
note
Time
PM10 Mass
Amb Temp,
Amb Pres,
Ualc
I llTiw
Cone. Ug/mA3
Deg.C
Atm.
13-May-04
9:26:00
893
20.8
0.993
13-May-04
9:26:20
996.1
20.8
0.993
13-May-04
9:26:40
1083.3
20.8
0.993
13-May-04
9:27:00
1163
20.8
0.993
13-May-04
9:27:20
1210.6
20.9
0.993
13-May-04
9:27:40
1241.3
20.9
0.993
13-May-04
9:28:00
1259
20.9
0.993
13-May-04
9:28:20
1260.8
20.9
0.993
13-May-04
9:28:40
1255.9
21
0.993
13-May-04
9:29:00
1243.5
21
0.993
13-May-04
9:29:20
1227.2
21
0.993
13-May-04
9:29:40
1205.3
21
0.993
13-May-04
9:30:00
1180
20.9
0.993
13-May-04
9:30:20
1147.1
20.9
0.993
13-May-04
9:30:40
1115.2
20.9
0.993
13-May-04
9:31:00
1078.1
20.9
0.993
13-May-04
9:31:20
1052.4
20.9
0.993
13-May-04
9:31:40
1027.3
20.8
0.993
13-May-04
9:32:00
1008.9
20.8
0.993
13-May-04
9:32:20
983.5
20.9
0.993
13-May-04
9:32:40
955.1
20.9
0.993
13-May-04
9:33:00
922.5
20.8
0.993
13-May-04
9:33:20
895.1
20.8
0.993
13-May-04
9:33:40
867.7
20.8
0.993
13-May-04
9:34:00
841.2
20.8
0.993
13-May-04
9:34:20
808
20.8
0.993
13-May-04
9:34:40
792.4
20.8
0.993
13-May-04
9:35:00
767.5
20.9
0.993
13-May-04
9:35:20
747.6
20.9
0.993
13-May-04
9:35:40
721.9
20.9
0.993
13-May-04
9:36:00
697.6
20,9
0.993
13-May-04
9:36:20
682.6
20.9
0.993
13-May-04
9:36:40
664.3
20.9
0.993
13-May-04
9:37:00
644.9
20.9
0.993
13-May-04
9:37:20
624
20.9
0.993
13-May-04
9:37:40
603.5
21
0.993
13-May-04
9:38:00
608.7
21
0.993
13-May-04
9:38:20
625.3
21
0.993
13-May-04
9:38:40
655.8
21
0.993
13-May-04
9:39:00
708.9
21
0.993
13-May-04
9:39:20
756
21
0.993
13-May-04
9:39:40
810.1
21
0.993
13-May-04
9:40:00
845
21.1
0.993
13-May-04
9:40:20
869.7
21.1
0.993
13-May-04
9:40:40
888.4
21.1
0.993
13-May-04
9:41:00
896.5
21.1
0.993
13-May-04
9:41:20
898.9
21.1
0.993
13-May-04
9:41:40
906.4
21.1
0.993
Concrete Supply Array TEOM Data	Page 10
-------
Date
PM10 Mass Amb Temp, Amb Pres.
Cone, Ug/mA3 Deg. C	Atm.
13-May-04
9:42:00
897.1
21.1
0.993
13-May-04
9:42:20
889
21.1
0.993
13-May-04
9:42:40
878.2
21.1
0.993
13-May-04
9:43:00
853.8
21.1
0.993
13-May-04
9:43:20
829.1
21.1
0.993
13-May-04
9:43:40
803.3
21.2
0.993
13-May-04
9:44:00
776
21.2
0.993
13-May-04
9:44:20
745.7
21.2
0.993
13-May-04
9:44:40
718.2
21.2
0.993
13-May-04
9:45:00
686.1
21.2
0.993
13-May-04
9:45:20
656.4
21.2
0.993
13-May-04
9:45:40
630.9
21.2
0.993
13-May-04
9:46:00
597
21.3
0.993
13-May-04
9:46:20
576.8
21.3
0.993
13-May-04
9:46:40
563.9
21.2
0.993
13-May-04
9:47:00
548
21.2
0.993
13-May-04
9:47:20
525.2
21.3
0.993
13-May-04
9:47:40
502.2
21.3
0.993
13-May-04
9:48:00
482.3
21.3
0.993
13-May-04
9:48:20
460
21.3
0.993
13-May-04
9:48:40
450.2
21.3
0.993
13-May-04
9:49:00
429.6
21.4
0.993
13-May-04
9:49:20
412.6
21.4
0.993
13-May-04
9:49:40
388
21.4
0.993
13-May-04
9:50:00
369.6
21.4
0.993
13-May-04
9:50:20
351.3
21.4
0.993
13-May-04
9:50:40
341.1
21.4
0.993
13-May-04
9:51:00
327.1
21.4
0.993
13-May-04
9:51:20
315.7
21.5
0.993
13-May-04
9:51:40
300.7
21.5
0.993
13-May-04
9:52:00
287.4
21.6
0.993
13-May-04
9:52:20
283.4
21.6
0.993
13-May-04
9:52:40
272.7
21.7
0.993
13-May-04
9:53:00
261.6
21.7
0.993
13-May-04
9:53:20
250.6
21.7
0.993
13-May-04
9:53:40
232.8
21.7
0.993
13-May-04
9:54:00
220.8
21.7
0.993
13-May-04
9:54:20
212.9
21.8
0.993
13-May-04
9:54:40
204.8
21.8
0.993
13-May-04
9:55:00
197.5
21.9
0.993
13-May-04
9:55:20
195.1
21.9
0.993
13-May-04
9:55:40
194
21.9
0.993
13-May-04
9:56:00
189.2
22
0.993
13-May-04
9:56:20
189.4
22
0.993
13-May-04
9:56:40
187
22
0.993
13-May-04
9:57:00
184.9
22
0.993
13-May-04
9:57:20
187
22
0.993
13-May-04
9:57:40
179.6
22
0.993
Concrete Supply Array TEOM Data
114
-------
Date

PM10 Mass
Amb Temp,
Amb Pres.
Time
Cone, Ug/mA3
Deg. C
Atm.
13-May-04
10:02:00
132
22.1
0.993
13-May-04
10:02:20
131.9
22.1
0.993
13-May-04
10:02:40
131.7
22.1
0.993
13-May-04
10:03:00
140.5
22.2
0.993
13-May-04
10:03:20
157,6
22.2
0.993
13-May-04
10:03:40
168.7
22.3
0.993
13-May-04
10:04:00
194.5
22.3
0.993
13-May-04
10:04:20
211.7
22.3
0.993
13-May-04
10:04:40
227.8
22.4
0.993
13-May-04
10:05:00
255.9
22.4
0.993
13-May-04
10:05:20
318.4
22.4
0.993
13-May-04
10:05:40
378.1
22.4
0.993
13-May-04
10:06:00
441.1
22.5
0.993
13-May-04
10:06:20
492.8
22.5
0.993
13-May-04
10:06:40
546.3
22.5
0.993
13-May-04
10:07:00
587.9
22.6
0.993
13-May-04
10:07:20
627.9
22.6
0.993
13-May-04
10:07:40
647.4
22.6
0.993
13-May-04
10:08:00
665.1
22.6
0.993
13-May-04
10:08:20
676.1
22.7
0.993
13-May-04
10:08:40
700.4
22.7
0.993
13-May-04
10:09:00
753.5
22.7
0.993
13-May-04
10:09:20
789.8
22.8
0.993
13-May-04
10:09:40
822.8
22.8
0.993
13-May-04
10:10:00
847.3
22.8
0.993
13-May-04
10:10:20
875.3
22.8
0.993
13-May-04
10:10:40
949.3
22.8
0.993 Stop Run # 3
Averages

527.0
21.2
0.993
Concrete Supply Array TEOM Data	Page 12
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Attn.
12-May-04
7:50:00
276.7
19.6
0.992
12-May-04
7:50:20
284.9
19.7
0.992
12-May-04
7:50:40
295.3
19.7
0.992
12-May-04
7:51:00
301.9
19.7
0.992
12-May-04
7:51:20
309.2
19.7
0.992
12-May-04
7:51:40
319.3
19.7
0.992
12-May-04
7:52:00
330.8
19.7
0.992
12-May-04
7:52:20
341.3
19.8
0.992
12-May-04
7:52:40
349.3
19.8
0.992
12-May-04
7:53:00
353.7
19.8
0.992
12-May-04
7:53:20
359.8
19.9
0.992
12-May-04
7:53:40
367.2
19.9
0.992
12-May-04
7:54:00
372.9
19.9
0.992
12-May-04
7:54:20
375.4
19.9
0.992
12-May-04
7:54:40
378.5
19.9
0.992
12-May-04
7:55:00
385
19.9
0.992
12-May-04
7:55:20
410
19.9
0.992
12-May-04
7:55:40
448.9
19.9
0.992
12-May-04
7:56:00
490.3
19.9
0.992
12-May-04
7:56:20
531
20
0.992
12-May-04
7:56:40
562.8
20
0.992
12-May-04
7:57:00
584.1
20
0.992
12-May-04
7:57:20
603.5
20
0.992
12-May-04
7:57:40
626
20
0.992
12-May-04
7:58:00
641.7
20
0.992
12-May-04
7:58:20
655
20.1
0.992
12-May-04
7:58:40
665
20.1
0.992
12-May-04
7:59:00
672.9
20.1
0.992
12-May-04
7:59:20
677
20.1
0.992
12-May-04
7:59:40
676.4
20.1
0.992
12-May-04
8:00:00
677.9
20.1
0.992
12-May-04
8:00:20
675.1
20.1
0.992
12-May-04
8:00:40
669.9
20.2
0.992
12-May-04
8:01:00
661.3
20.2
0.992
12-May-04
8:01:20
655.3
20.2
0.992
12-May-04
8:01:40
649.1
20.2
0.992
12-May-04
8:02:00
641.4
20.3
0.992
12-May-04
8:02:20
633.8
20.3
0.992
12-May-04
8:02:40
628.1
20.3
0.992
12-May-04
8:03:00
621.2
20.3
0.992
12-May-04
8:03:20
612.3
20.4
0.992
12-May-04
8:03:40
602
20.4
0.992
12-May-04
8:04:00
600.3
20.5
0.992
12-May-04
8:04:20
605.3
20.5
0.992
12-May-04
8:04:40
620
20.6
0.992
12-May-04
8:05:00
655.3
20.6
0.992
12-May-04
8:05:20
693.1
20.6
0.992
12-May-04
8:05:40
733.2
20.6
0.992
12-May-04
8:06:00
766.2
20.6
0.992
Concrete Supply Baghouse TEOM
116
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
12-May-04
8:06:20
793.9
20.7
0.992
12-May-04
8:06:40
815.1
20.7
0.992
12-May-04
8:07:00
829
20.7
0.992
12-May-04
8:07:20
839
20.7
0.992
12-May-04
8:07:40
846.4
20.7
0.992
12-May-04
8:08:00
855 4
20.7
0.992
12-May-04
8:08:20
859.5
20.7
0.992
12-May-04
8:08:40
861.9
20.7
0.992
12-May-04
8:09:00
859.9
20.8
0.992
12-May-04
8:09:20
856.8
20.8
0.992
12-May-04
8:09:40
850.2
20.8
0.992
12-May-04
8:10:00
843.4
20.8
0.992
12-May-04
8:10:20
837.5
20.9
0.992
12-May-04
8:10:40
830.6
20.9
0.992
12-May-04
8:11:00
816.8
21
0.992
12-May-04
8:11:20
804.3
21
0.992
12-May-04
8:11:40
795.9
21
0.992
12-May-04
8:12:00
799.8
21
0.992
12-May-04
8:12:20
818.5
21.1
0.992
12-May-04
8:12:40
843.8
21.1
0.992
12-May-04
8:13:00
873.5
21.1
0.992
12-May-04
8:13:20
899.6
21.1
0.992
12-May-04
8:13:40
920.3
21.1
0.992
12-May-04
8:14:00
936.3
21.2
0.992
12-May-04
8:14:20
952.5
21.2
0.992
12-May-04
8:14:40
963.8
21.2
0.992
12-May-04
8:15:00
969.7
21.2
0.992
12-May-04
8:15:20
973.9
21.2
0.992
12-May-04
8:15:40
976.6
21.3
0.992
12-May-04
8:16:00
996.8
21.3
0.992
12-May-04
8:16:20
1041
21.3
0.992
12-May-04
8:16:40
1105
21.3
0.992
12-May-04
8:17:00
1160.3
21.3
0.992
12-May-04
8:17:20
1202.5
21.3
0.992
12-May-04
8:17:40
1239
21.4
0.992
12-May-04
8:18:00
1267.8
21.4
0.992
12-May-04
8:18:20
1291.6
21.4
0.992
12-May-04
8:18:40
1306.3
21.4
0.992
12-May-04
8:19:00
1313.2
21.4
0.992
12-May-04
8:19:20
1314.1
21.4
0.992
12-May-04
8:19:40
1314.1
21.5
0.992
12-May-04
8:20:00
1312.4
21.5
0.992
12-May-04
8:20:20
1301.9
21.5
0.992
12-May-04
8:20:40
1287
21.5
0.992
12-May-04
8:21:00
1266.9
21.5
0.992
12-May-04
8:21:20
1245.6
21.5
0.992
12-May-04
8:21:40
1225.2
21.5
0.992
12-May-04
8:22:00
1205.2
21.5
0.992
12-May-04
8:22:20
1199.2
21.5
0.992
Concrete Supply Baghouse TEOM
117
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
12-May-04
8:22:40
1206.9
21.5
0.992
12-May-04
8:23:00
1221.7
21.5
0.992
12-May-04
8:23:20
1240.9
21.5
0.992
12-May-04
8:23:40
1252.4
21.5
0.992
12-May-04
8:24:00
1259.5
21.5
0.992
12-May-04
8:24:20
1259.5
21.5
0.992
12-May-04
8:24:40
1254.4
21.5
0.992
12-May-04
8:25:00
1244.4
21.5
0.992
12-May-04
8:25:20
1230.8
21.5
0.992
12-May-04
8:25:40
1219.9
21.5
0.992
12-May-04
8:26:00
1205
21.4
0.992
12-May-04
8:26:20
1189.5
21.4
0.992
12-May-04
8:26:40
1172.8
21.4
0.992
12-May-04
8:27:00
1150.4
21.3
0.992
12-May-04
8:27:20
1128.2
21.3
0.992
12-May-04
8:27:40
1106.6
21.3
0.992
12-May-04
8:28:00
1084
21.2
0.992
12-May-04
8:28:20
1064.3
21.2
0.992
12-May-04
8:28:40
1043.4
21.2
0.992
12-May-04
8:29:00
1024.3
21.2
0.992
12-May-04
8:29:20
1002.4
21.2
0.992
12-May-04
8:29:40
987.5
21.2
0.992
12-May-04
8:30:00
969.4
21.1
0.992
12-May-04
8:30:20
949.2
21.1
0.992
12-May-04
8:30:40
928.8
21.1
0.992
12-May-04
8:31:00
915.9
21.2
0.992
12-May-04
8:31:20
914.2
21.2
0.992
12-May-04
8:31:40
917.9
21.2
0.992
12-May-04
8:32:00
932.3
21.2
0.992
12-May-04
8:32:20
953.6
21.2
0.992
12-May-04
8:32:40
975.2
21.2
0.992
12-May-04
8:33:00
996.4
21.2
0.992
12-May-04
8:33:20
1013.5
21.2
0.992
12-May-04
8:33:40
1022.9
21.2
0.992
12-May-04
8:34:00
1028.2
21.2
0.992
12-May-04
8:34:20
1030
21.1
0.992
12-May-04
8:34:40
1025.3
21.1
0.992
12-May-04
8:35:00
1017.9
21.1
0.992
12-May-04
8:35:20
1010.7
21.1
0.992
12-May-04
8:35:40
1000.7
21.1
0.992
12-May-04
8:36:00
993.8
21.1
0.992
12-May-04
8:36:20
986.7
21.1
0.992
12-May-04
8:36:40
983.4
21.1
0.992
12-May-04
8:37:00
972.8
21.1
0.992
12-May-04
8:37:20
962
21.1
0.992
12-May-04
8:37:40
948.1
21.2
0.992
12-May-04
8:38:00
935.4
21.1
0.992
12-May-04
8:38:20
935.1
21.1
0.992
12-May-04
8:38:40
968.9
21.1
0.992
Concrete Supply Baghouse TEOM
118
-------
Date
Time
PM10 Mass
Cone. Ug/mA3
12-May-04
8:39:00
1014.4
12-May-04
8:39:20
1056.6
12-May-04
8:39:40
1090.9
12-May-04
8:40:00
1120.8
12-May-04
8:40:20
1147.5
12-May-04
8:40:40
1164
12-May-04
8:41:00
1173.1
12-May-04
8:41:20
1177.7
12-May-04
8:41:40
1183.6
12-May-04
8:42:00
1182.7
12-May-04
8:42:20
1176.1
12-May-04
8:42:40
1168.1
12-May-04
8:43:00
1153.5
12-May-04
8:43:20
1138
12-May-04
8:43:40
1119.7
12-May-04
8:44:00
1100.4
12-May-04
8:44:20
1081.6
12-May-04
8:44:40
1065.5
12-May-04
8:45:00
1048.4
12-May-04
8:45:20
1032.2
12-May-04
8:45:40
1013.1
12-May-04
8:46:00
994.2
12-May-04
8:46:20
975.9
12-May-04
8:46:40
956.8
12-May-04
8:47:00
937.5
12-May-04
8:47:20
920.5
12-May-04
8:47:40
903.8
12-May-04
8:48:00
890.9
12-May-04
8:48:20
876.4
12-May-04
8:48:40
856.7
12-May-04
8:49:00
834
12-May-04
8:49:20
821.4
12-May-04
8:49:40
836.7
12-May-04
8:50:00
872.4
12-May-04
8:50:20
930.4
12-May-04
8:50:40
995.3
Averages

899.5
Amb Temp, Amb Pres,
Deg. C	Atm.
21.1	0.992
21.1	0.992
21.1	0.992
21.1	0.992
21.1	0.992
21.1	0.992
21.1	0.992
21.1	0.992
21.2	0.992
21.2	0.992
21.2	0.992
21.2	0.992
21.2	0.992
21.2	0.992
21.2	0.992
21.2	0.992
21.3	0.992
21.3	0.992
21.3	0.992
21.3	0.992
21.3	0.992
21.3	0.992
21.3	0.992
21.4	0.992
21.4	0.992
21.4	0.992
21.4	0.992
21.4	0.992
21.5	0.992
21.5	0.992
21.6	0.992
21.6	0.992
21.6	0.992
21.6	0.992
21.7	0.992
21.7	0.992 Stop Run #1
20.9	0.992
12-May-04
10:07:00
1057.5
12-May-04
10:07:20
1058.5
12-May-04
10:07:40
1056.2
12-May-04
10:08:00
1055.8
12-May-04
10:08:20
1055.5
12-May-04
10:08:40
1052.8
12-May-04
10:09:00
1053.3
12-May-04
10:09:20
1048.6
24.4	0.992 Start Run # 2
24.5	0.992
24.6	0.992
24.7	0.992
24.7	0.992
24.7	0.992
24.7	0.992
24.7	0.992
Concrete Supply Baghouse TEOM
119
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
12-May-04
10:09:40
1045.6
24.7
0.992
12-May-04
10:10:00
1043.9
24.6
0.992
12-May-04
10:10:20
1033.9
24.6
0.992
12-May-04
10:10:40
1025.1
24.6
0.992
12-May-04
10:11:00
1020.7
24.6
0.992
12-May-04
10:11:20
1036.4
24.5
0.992
12-May-04
10:11:40
1080.5
24.5
0.992
12-May-04
10:12:00
1155.9
24.5
0.992
12-May-04
10:12:20
1263.2
24.5
0.992
12-May-04
10:12:40
1359.2
24.5
0.992
12-May-04
10:13:00
1442.8
24.4
0.992
12-May-04
10:13:20
1515.1
24.5
0.992
12-May-04
10:13:40
1573.3
24.5
0.992
12-May-04
10:14:00
1631.1
24.6
0.992
12-May-04
10:14:20
1706.2
24.6
0.992
12-May-04
10:14:40
1806.5
24.7
, 0.992
12-May-04
10:15:00
1912.2
24.7
0.992
12-May-04
10:15:20
1987.2
24.8
0.992
12-May-04
10:15:40
2048.9
24.9
0.992
12-May-04
10:16:00
2105.9
25
0.992
12-May-04
10:16:20
2154.1
25.1
0.992
12-May-04
10:16:40
2186.2
25.1
0.992
12-May-04
10:17:00
2203.1
25.2
0.992
12-May-04
10:17:20
2211.1
25.2
0.992
12-May-04
10:17:40
2211.5
25.2
0.992
12-May-04
10:18:00
2214.5
25.1
0.992
12-May-04
10:18:20
2240.6
25.1
0.992
12-May-04
10:18:40
2295
25
0.992
12-May-04
10:19:00
2372.8
25
0.992
12-May-04
10:19:20
2456.1
24.9
0.992
12-May-04
10:19:40
2519.9
24.9
0.992
12-May-04
10:20:00
2579.7
24.9
0.992
12-May-04
10:20:20
2619.4
24.9
0.992
12-May-04
10:20:40
2647.4
24.8
0.992
12-May-04
10:21:00
2660.3
24.8
0.992
12-May-04
10:21:20
2663.7
24.8
0.992
12-May-04
10:21:40
2654.4
24.7
0.992
12-May-04
10:22:00
2644.6
24.6
0.992
12-May-04
10:22:20
2653.5
24.5
0.992
12-May-04
10:22:40
2689
24.5
0.992
12-May-04
10:23:00
2761.1
24.5
0.992
12-May-04
10:23:20
2847.6
24.5
0.992
12-May-04
10:23:40
2911.7
24.5
0.992
12-May-04
10:24:00
2971.9
24.5
0.992
12-May-04
10:24:20
3015.9
24.6
0.992
12-May-04
10:24:40
3046
24.6
0.992
12-May-04
10:25:00
3066.3
24.6
0.992
12-May-04
10:25:20
3071.2
24.7
0.992
12-May-04
10:25:40
3063.2
24.7
0.992
Concrete Supply Baghouse TEOM
120
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
12-May-04
10:26:00
3057.8
24.7
0.992
12-May-04
10:26:20
3038.5
24.7
0.992
12-May-04
10:26:40
3034.5
24.7
0.992
12-May-04
10:27:00
3061
24.7
0.992
12-May-04
10:27:20
3127.1
24.8
0.992
12-May-04
10:27:40
3201.7
24.7
0.992
12-May-04
10:28:00
3282.5
24.7
0.992
12-May-04
10:28:20
3341.8
24.6
0.992
12-May-04
10:28:40
3376.2
24.6
0.992
12-May-04
10:29:00
3397.1
24.6
0.992
12-May-04
10:29:20
3397.2
24.6
0.992
12-May-04
10:29:40
3387.6
24.6
0.992
12-May-04
10:30:00
3375.1
24.6
0.992
12-May-04
10:30:20
3352.7
24.6
0.992
12-May-04
10:30:40
3320.1
24.6
0.992
12-May-04
10:31:00
3279.6
24.5
0.992
12-May-04
10:31:20
3229.1
24.5
0.992
12-May-04
10:31:40
3185.7
24.4
0.992
12-May-04
10:32:00
3156.2
24.4
0.992
12-May-04
10:32:20
3148
24.4
0.992
12-May-04
10:32:40
3169.7
24.4
0.992
12-May-04
10:33:00
3231.9
24.3
0.992
12-May-04
10:33:20
3348
24.3
0.992
12-May-04
10:33:40
3501.8
24.2
0.992
12-May-04
10:34:00
3636.9
24.2
0.992
12-May-04
10:34:20
3747.4
24.2
0.992
12-May-04
10:34:40
3827.6
24.1
0.992
12-May-04
10:35:00
3896.8
24.1
0.992
12-May-04
10:35:20
3942
24
0.992
12-May-04
10:35:40
3962.1
24.1
0.992
12-May-04
10:36:00
3974.9
24.1
0.992
12-May-04
10:36:20
3967.9
24.1
0.992
12-May-04
10:36:40
3951.5
24.1
0.992
12-May-04
10:37:00
3924.6
24.2
0.992
12-May-04
10:37:20
3879.8
24.2
0.992
12-May-04
10:37:40
3841.2
24.2
0.992
12-May-04
10:38:00
3823.8
24.2
0.992
12-May-04
10:38:20
3837.6
24.2
0.992
12-May-04
10:38:40
3888.9
24.2
0.992
12-May-04
10:39:00
3941.7
24.3
0.992
12-May-04
10:39:20
3972.6
24.3
0.992
12-May-04
10:39:40
3984.3
24.3
0.992
12-May-04
10:40:00
3988.6
24.3
0.992
12-May-04
10:40:20
3978.9
24.2
0.992
12-May-04
10:40:40
3950.2
24.3
0.992
12-May-04
10:41:00
3910.1
24.3
0.992
12-May-04
10:41:20
3853.5
24.3
0.992
12-May-04
10:41:40
3790.1
24.4
0.992
12-May-04
10:42:00
3724.3
24.4
0.992
Concrete Supply Baghouse TEOM
121
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
12-May-04
10:42:20
3654.9
24.4
0.992
12-May-04
10:42:40
3580.4
24.4
0.992
12-May-04
10:43:00
3500.9
24.5
0.992
12-May-04
10:43:20
3416.2
24.5
0.992
12-May-04
10:43:40
3332.5
24.5
0.992
12-May-04
10:44:00
3245.6
24.5
0.992
12-May-04
10:44:20
3159.7
24.4
0.992
12-May-04
10:44:40
3071.3
24.4
0.992
12-May-04
10:45:00
2987.5
24.4
0.992
12-May-04
10:45:20
2903.6
24.4
0.992
12-May-04
10:45:40
2824.3
24.4
0.992
12-May-04
10:46:00
2746.8
24.4
0.992
12-May-04
10:46:20
2668.1
24.4
0.992
12-May-04
10:46:40
2596.1
24.4
0.992
12-May-04
10:47:00
2517.4
24.4
0.992
12-May-04
10:47:20
2445.1
24.3
0.992
12-May-04
10:47:40
2373,2
24.3
0.992
12-May-04
10:48:00
2303.5
24.2
0.992
12-May-04
10:48:20
2235.9
24.2
0.992
12-May-Q4
10:48:40
2175.1
24.2
0.992
12-May-04
10:49:00
2120.4
24.2
0.992
12-May-04
10:49:20
2095.5
24.2
0.992
12-May-04
10:49:40
2096.8
24.2
0.992
12-May-04
10:50:00
2108.5
24.2
0.992
12-May-04
10:50:20
2117.3
24.2
0.992
12-May-04
10:50:40
2124.5
24.2
0.992
12-May-04
10:51:00
2125.9
24.2
0.992
12-May-04
10:51:20
2117.4
24.1
0.992
12-May-04
10:51:40
2109
24.1
0.992
12-May-04
10:52:00
2103.3
24.2
0.992
12-May-04
10:52:20
2092.2
24.2
0.992
12-May-04
10:52:40
2078.2
24.2
0.992
12-May-04
10:53:00
2055.5
24.1
0.992
12-May-04
10:53:20
2031.8
24.1
0.992
12-May-04
10:53:40
2007
24.1
0.992
12-May-04
10:54:00
1986.6
24.1
0.992
12-May-04
10:54:20
1958.9
24.1
0.992
12-May-04
10:54:40
1929.1
24.1
0.992
12-May-04
10:55:00
1894
24.1
0.992
12-May-04
10:55:20
1863.5
24.1
0.992
12-May-04
10:55:40
1834.2
24.1
0.992
12-May-04
10:56:00
1798
24.1
0.992
12-May-04
10:56:20
1762.3
24.1
0.992
12-May-04
10:56:40
1729.1
24.1
0.992
12-May-04
10:57:00
1692.7
24.1
0.992
12-May-04
10:57:20
1658.5
24.1
0.992
12-May-04
10:57:40
1625.7
24.1
0.992
12-May-04
10:58:00
1590.7
24.1
0.992
12-May-04
10:58:20
1553.7
24
0.992
Concrete Supply Baghouse TEOM
122
-------
Date
Time
PM10 Mass
Cone. Ug/mA3
12-May-04
10:58:40
1519.3
12-May-04
10:59:00
1483.6
12-May-04
10:59:20
1445.2
12-May-04
10:59:40
1410.5
12-May-04
11:00:00
1377.7
12-May-04
11:00:20
1345.1
12-May-04
11:00:40
1316.2
12-May-04
11:01:00
1284
12-May-04
11:01:20
1253
12-May-04
11:01:40
1227
12-May-04
11:02:00
1204.6
12-May-04
11:02:20
1178.5
12-May-04
11:02:40
1155.8
12-May-04
11:03:00
1133.4
12-May-04
11:03:20
1113
12-May-04
11:03:40
1104.6
12-May-04
11:04:00
1114.4
12-May-04
11:04:20
1134.7
12-May-04
11:04:40
1153.3
12-May-04
11:05:00
1172
12-May-04
11:05:20
1181.6
12-May-04
11:05:40
1189.3
12-May-04
11:06:00
1195.1
12-May-04
11:06:20
1199.8
12-May-04
11:06:40
1203.3
Averages

2406.4
Amb Temp, Amb Pres,
Deg. C	Atm.
24	0.992
24	0.992
24	0.992
23.9	0.992
23.9	0.992
23.9	0.992
23.8	0.992
23.8	0.992
23.8	0.992
23.7	0.992
23.7	0.992
23.7	0.992
23.6	0.992
23.5	0.992
23.5	0.992
23.5	0.992
23.4	0.992
23.4	0.992
23.4	0.992
23.4	0.992
23.4	0.992
23.4	0.992
23.4	0.992
23.4	0.992
23.3	0.992 Stop Run # 2
24.3	0.992
13-May-04
9:06:00
1598.7
13-May-04
9:06:20
1588.1
13-May-04
9:06:40
1571.5
13-May-04
9:07:00
1554
13-May-04
9:07:20
1536.6
13-May-04
9:07:40
1518.2
13-May-04
9:08:00
1494.3
13-May-04
9:08:20
1470.2
13-May-04
9:08:40
1455.6
13-May-04
9:09:00
1470.1
13-May-04
9:09:20
1488.8
13-May-04
9:09:40
1503.1
13-May-04
9:10:00
1514.9
13-May-04
9:10:20
1517.2
13-May-04
9:10:40
1513.6
13-May-04
9:11:00
1507.3
13-May-04
9:11:20
1500
13-May-04
9:11:40
1492.8
13-May-04
9:12:00
1483.6
20.4	0.992 Start Run # 3
20.4	0.992
20.4	0.992
20.4	0.992
20.4	0.992
20.4	0.992
20.4	0.992
20.4	0.992
20.4	0.992
20.5	0.992
20.5	0.992
20.6	0.992
20.6	0.992
20.6	0.992
20.7	0.992
20.7	0.992
20.7	0.992
20.7	0.992
20.7	0.992
Concrete Supply Baghouse TEOM
123
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg.C
Atm.
13-May-Q4
9:12:20
1466.1
20.8
0.992
13-May-04
9:12:40
1449.3
20.8
0.992
13-May-04
9:13:00
1430
20.8
0.992
13-May-04
9:13:20
1407
20.8
0.992
13-May-04
9:13:40
1385.8
20.8
0.992
13-May-04
9:14:00
1362.5
20.8
0.992
13-May-04
9:14:20
1338.8
20.9
0.992
13-May-04
9:14:40
1316
20.9
0.992
13-May-04
9:15:00
1293.9
20.9
0.992
13-May-04
9:15:20
1271.2
20.9
0.992
13-May-04
9:15:40
1249.6
20.9
0.992
13-May-04
9:16:00
1226.7
20.9
0.992
13-May-04
9:16:20
1201.7
21
0.992
13-May-04
9:16:40
1179
21
0.992
13-May-04
9:17:00
1152.9
21,1
0.992
13-May-04
9:17:20
1128.4
21.1
0.992
13-May-04
9:17:40
1105.2
21.1
0.992
13-May-04
9:18:00
1081
21.1
0.992
13-May-04
9:18:20
1057.6
21.1
0.992
13-May-04
9:18:40
1034.4
21.1
0.992
13-May-04
9:19:00
1015.8
21.1
0.992
13-May-04
9:19:20
994.5
21.1
0.992
13-May-04
9:19:40
991.3
21.1
0.992
13-May-04
9:20:00
996.7
21.1
0.992
13-May-04
9:20:20
1011
21.2
0.992
13-May-04
9:20:40
1025
21.2
0.992
13-May-04
9:21:00
1037.7
21.2
0.992
13-May-04
9:21:20
1052.1
21.2
0.992
13-May-04
9:21:40
1064.9
21.2
0.992
13-May-04
9:22:00
1082.5
21.2
0.992
13-May-04
9:22:20
1099.6
21.2
0.992
13-May-04
9:22:40
1110.8
21.2
0.992
13-May-04
9:23:00
1120.1
21.1
0.992
13-May-04
9:23:20
1127.8
21.1
0.992
13-May-04
9:23:40
1136.8
21.1
0.992
13-May-04
9:24:00
1148.3
21.1
0.992
13-May-04
9:24:20
1161.5
21.1
0.992
13-May-04
9:24:40
1195.5
21.1
0.992
13-May-04
9:25:00
1258
21.1
0.992
13-May-04
9:25:20
1356.9
21.2
0.992
13-May-04
9:25:40
1479.5
21.2
0.992
13-May-04
9:26:00
1584.7
21.2
0.992
13-May-04
9:26:20
1673.6
21.2
0.992
13-May-04
9:26:40
1755.5
21.2
0.992
13-May-04
9:27:00
1819.5
21.2
0.992
13-May-04
9:27:20
1872.4
21.2
0.992
13-May-04
9:27:40
1920.3
21.2
0.992
13-May-04
9:28:00
1954.9
21.2
0.992
13-May-04
9:28:20
1974
21.2
0.992
Concrete Supply Baghouse TEOM
124
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
13-May-04
9:28:40
1988.7
21.2
0.992
13-May-04
9:29:00
1991.2
21.2
0.992
13-May-04
9:29:20
1985.3
21.2
0.992
13-May-04
9:29:40
1978.1
21.2
0.992
13-May-04
9:30:00
1966.9
21.2
0.992
13-May-04
9:30:20
1948.9
21.2
0.992
13-May-04
9:30:40
1925.5
21.2
0.992
13-May-04
9:31:00
1900.8
21.2
0.992
13-May-04
9:31:20
1872.9
21.2
0.992
13-May-04
9:31:40
1846.7
21.2
0.992
13-May-04
9:32:00
1821.7
21.2
0.992
13-May-04
9:32:20
1792.1
21.2
0.992
13-May-04
9:32:40
1760.6
21.2
0.992
13-May-04
9:33:00
1728.3
21.2
0.992
13-May-04
9:33:20
1693.8
21.2
0.992
13-May-04
9:33:40
1663.8
21.2
0.992
13-May-04
9:34:00
1636.6
21.3
0.992
13-May-04
9:34:20
1602.5
21.2
0.992
13-May-04
9:34:40
1573.5
21.2
0.992
13-May-04
9:35:00
1546.6
21.3
0.992
13-May-04
9:35:20
1519.1
21.3
0.992
13-May-04
9:35:40
1503.9
21.3
0.992
13-May-04
9:36:00
1497.1
21.4
0.992
13-May-04
9:36:20
1508.4
21.4
0.992
13-May-04
9:36:40
1537.5
21.4
0.992
13-May-04
9:37:00
1571.6
21.4
0.992
13-May-04
9:37:20
1603.2
21.4
0.992
13-May-04
9:37:40
1634.4
21.4
0.992
13-May-04
9:38:00
1665.7
21.4
0.992
13-May-04
9:38:20
1690.6
21.4
0.992
13-May-04
9:38:40
1736
21.5
0.992
13-May-04
9:39:00
1812.6
21.5
0.992
13-May-04
9:39:20
1930.4
21.5
0.992
13-May-04
9:39:40
2065.6
21.5
0.992
13-May-04
9:40:00
2184.4
21.6
0.992
13-May-04
9:40:20
2276.6
21.6
0.992
13-May-04
9:40:40
2357.4
21.5
0.992
13-May-04
9:41:00
2410.5
21.5
0.992
13-May-04
9:41:20
2454.4
21.5
0.992
13-May-04
9:41:40
2495.7
21.5
0.992
13-May-04
9:42:00
2522.2
21.6
0.992
13-May-04
9:42:20
2533.3
21.6
0.992
13-May-04
9:42:40
2534.4
21.6
0.992
13-May-04
9:43:00
2527.1
21.6
0.992
13-May-04
9:43:20
2508.3
21.6
0.992
13-May-04
9:43:40
2483.4
21.6
0.992
13-May-04
9:44:00
2458.7
21.6
0.992
13-May-04
9:44:20
2425.2
21.6
0.992
13-May-04
9:44:40
2387.9
21.5
0.992
Concrete Supply Baghouse TEOM
125
-------
Date
Time
PM10 Mass
Cone. Ug/mA3
13-May-04
9:45:00
2351.2
13-May-04
9:45:20
2307.8
13-May-04
9:45:40
2271.4
13-May-04
9:46:00
2225.9
13-May-04
9:46:20
2176.3
13-May-04
9:46:40
2129.3
13-May-04
9:47:00
2080.2
13-May-04
9:47:20
2031.9
13-May-04
9:47:40
1983.3
13-May-04
9:48:00
1935.2
13-May-04
9:48:20
1887.4
13-May-04
9:48:40
1845.2
13-May-04
9:49:00
1795.7
13-May-04
9:49:20
1744.3
13-May-04
9:49:40
1701.7
13-May-04
9:50:00
1671.7
13-May-04
9:50:20
1663.3
13-May-04
9:50:40
1668.9
13-May-04
9:51:00
1684
13-May-04
9:51:20
1696.5
13-May-04
9:51:40
1713.6
13-May-04
9:52:00
1730.2
13-May-04
9:52:20
1741.5
13-May-04
9:52:40
1745.9
13-May-04
9:53:00
1745.8
13-May-04
9:53:20
1745.7
13-May-04
9:53:40
1744.8
13-May-04
9:54:00
1742.4
13-May-04
9:54:20
1735
13-May-04
9:54:40
1726.8
13-May-04
9:55:00
1712.2
13-May-04
9:55:20
1695.5
13-May-04
9:55:40
1682.2
13-May-04
9:56:00
1666.7
13-May-04
9:56:20
1643.5
13-May-04
9:56:40
1622.5
13-May-04
9:57:00
1599.7
13-May-04
9:57:20
1576.9
13-May-04
9:57:40
1554.6
13-May-04
10:02:00
1243.5
13-May-04
10:02:20
1226.9
13-May-04
10:02:40
1210
13-May-04
10:03:00
1194.3
13-May-04
10:03:20
1190.9
13-May-04
10:03:40
1198.2
13-May-04
10:04:00
1206.2
13-May-04
10:04:20
1223.6
13-May-04
10:04:40
1255.5
13-May-04
10:05:00
1297.8
Amb Temp, Amb Pres,
Deg. C	Atm.
21.5	0.992
21.5	0.992
21.4	0.992
21.4	0.992
21.4	0.992
21.4	0.992
21.4	0.992
21.4	0.992
21.4	0.992
21.4	0.992
21.4	0.992
21.3	0.992
21.3	0.992
21.3	0.992
21.2	0.992
21.2	0.992
21.2	0.992
21.2	0.992
21.3	0.992
21.2	0.992
21.3	0.992
21.3	0.992
21.3	0.992
21.3	0.992
21.3	0.992
21.3	0.992
21.4	0.992
21.4	0.992
21.4	0.992
21.5	0.992
21.5	0.992
21.5	0.992
21.5	0.992
21.5	0.992
21.5	0.992
21.5	0.992
21.4	0.992
21.4	0.992
21.4	0.992 Stop @958
21.9	0.992 Start @1002
21.9	0.992
21.9	0.992
22	0.992
22	0.992
22	0.992
22	0.992
22	0.992
22	0.992
22	0.992
Concrete Supply Baghouse TEOM
126
-------


PM10 Mass
Uaie
Tim©
Cone. Ug/mA3
13-May-04
10:05:20
1367.4
13-May-04
10:05:40
1477.5
13-May-04
10:06:00
1639.2
13-May-04
10:06:20
1867.1
13-May-04
10:06:40
2149.6
13-May-04
10:07:00
2406
13-May-04
10:07:20
2639.9
13-May-04
10:07:40
2854.4
13-May-04
10:08:00
3030.2
13-May-04
10:08:20
3167.3
13-May-04
10:08:40
3283.5
13-May-04
10:09:00
3408.1
13-May-04
10:09:20
3555.6
13-May-04
10:09:40
3742.7
Averages

171G.1
Amb Temp, Amb Pres,
Deg. C	Atm.
22.1	0.992
22.1	0.992
22.1	0.992
22.2	0.992
22.3	0.992
22.4	0.992
22.5	0.992
22.6	0.992
22.6	0.992
22.7	0.992
22.8	0.992
22.9	0.992
23	0.992
23	0.992 Stop Run # 3
21.3	0.992
Concrete Supply Baghouse TEOM
127
-------
APPENDIX A6
RMC CENTRAL MIX
PM10TEOM DATA
\
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pi
Cone. Ug/mA3
Deg. C
Atm
19-May-04
8:10:00
228.9
23.2
1
19-May-04
8:10:20
253.2
23.2
1
19-May-04
8:10:40
246.1
23.2
1
19-May-04
8:11:00
282.3
23.2
1
19-May-04
8:11:20
276.9
23.2
1
19-May-04
8:11:40
269.1
23.2
1
19-May-04
8:12:00
238.8
23.2
1
19-May-04
8:12:20
217.7
23.2
1
19-May-04
8:12:40
204.5
23.2
1
19-May-04
8:13:00
224
23.2
1
19-May-04
8:13:20
225.5
23.2
1
19-May-04
8:13:40
221.3
23.2
1
19-May-04
8:14:00
146.9
23.2
1
19-May-04
8:14:20
94.5
23.2
1
19-May-04
8:14:40
87.7
23.3
1
19-May-04
8:15:00
77.1
23.3
1
19-May-G4
8:15:20
55.5
23.3
1
19-May-04
8:15:40
77.2
23.3
1
19-May-04
8:16:00
91.6
23.3
1
19-May-04
8:16:20
73.8
23.3
1
19-May-04
8:16:40
70.7
23.3
1
19-May-04
8:17:00
100.7
23.3
1
19-May-04
8:17:20
100.4
23.3
1
19-May-04
8:17:40
101.5
23.4
1
19-May-04
8:18:00
153.5
23.4
1
19-May-04
8:18:20
186.4
23.4
1
19-May-04
8:18:40
156.7
23.4
1
19-May-04
8:19:00
155.9
23.4
1
19-May-04
8:19:20
65.6
23.4
1
19-May-04
8:19:40
72.1
23.5
1
19-May-04
8:20:00
122.4
23.5
1
19-May-04
8:20:20
175.7
23.5
1
19-May-04
8:20:40
238.2
23.5
1
19-May-04
8:21:00
226.6
23.5
1
19-May-04
8:21:20
193.2
23.5
1
19-May-04
8:21:40
127.1
23.5
1
19-May-04
8:22:00
111.2
23.5
1
19-May-04
8:22:20
85.5
23.5
1
19-May-CM
8:22:40
119.4
23.5
1
19-May-04
8:23:00
119.1
23.6
1
19-May-04
8:23:20
155.1
23.6
1
19-May-04
8:23:40
200.9
23.6
1
19-May-04
8:24:00
253.6
23.6
1
19-May-04
8:24:20
240.9
23.6
1
19-May-04
8:24:40
266.7
23.6
1
19-May-04
8:25:00
282.1
23.6
1
19-May-Q4
8:25:20
209.6
23.6
1
19-May-04
8:25:40
161.4
23.7
1
19-May-04
8:26:00
131.6
23.7
1
RMC Array TEOM Data
129
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
19-May-04
8:26:20
178.1
23.7
1
19-May-04
8:26:40
186.6
23.7
1
19-May-04
8:27:00
146.9
23.7
1
19-May-04
8:27:20
131.7
23.7
1
19-May-04
8:27:40
115.9
23.8
1
19-May-04
8:28:00
91.3
23.7
1
19-May-04
8:28:20
159.9
23.8
1
19-May-04
8:28:40
128
23.8
1
19-May-04
8:29:00
177.8
23.8
1
19-May-04
8:29:20
163.3
23.8
1
19-May-04
8:29:40
146.4
23.8
1
19-May-04
8:30:00
158.6
23.8
1
19-May-04
8:30:20
126.1
23.8
1
19-May-04
8:30:40
143.3
23.8
1
19-May-04
8:31:00
127.6
23.8
1
19-May-04
8:31:20
89.6
23.8
1
19-May-04
8:31:40
74.7
23.8
1
19-May-04
8:32:00
64.2
23.8
1
19-May-04
8:32:20
87
23.8
1
19-May-04
8:32:40
79.3
23.8
1
19-May-04
8:33:00
117.1
23.8
1
19-May-04
8:33:20
125.6
23.8
1
19-May-04
8:33:40
85.4
23.8
1
19-May-04
8:34:00
65.7
23.8
1
19-May-04
8:34:20
95.5
23.8
1
19-May-04
8:34:40
89.2
23.8
1
19-May-04
8:35:00
114.6
23.9
1
19-May-04
8:35:20
121.9
23.9
1
19-May-04
8:35:40
89.2
23.9
1
19-May-04
8:36:00
154.6
23.9
1
19-May-04
8:36:20
126.1
23.9
1
19-May-04
8:36:40
95.9
23.9
1
19-May-04
8:37:00
139.6
23.9
1
19-May-04
8:37:20
217.1
23.9
1
19-May-04
8:37:40
256.4
23.9
1
19-May-04
8:38:00
259.7
23.9
1
19-May-04
8:38:20
277.3
23.9
1
19-May-04
8:38:40
277.2
23.9
1
19-May-04
8:39:00
255.4
23.9
1
19-May-04
8:39:20
238.2
23.9
1
19-May-04
8:39:40
262.3
23.8
1
19-May-04
8:40:00
238.3
23.8
1
19-May-04
8:40:20
234.9
23.8
1
19-May-04
8:40:40
264.8
23.8
1.001
19-May-04
8:41:00
231.2
23.8
1
19-May-04
8:41:20
324.5
23.8
1
19-May-04
8:41:40
296.5
23.8
1
19-May-04
8:42:00
302.8
23.8
1
19-May-04
8:42:20
408.1
23.8
1
RMC Array TEOM Data	Page 2
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Attn.
19-May-04
8:42:40
464.7
23.8
1
19-May-04
8:43:00
449.9
23.7
1
19-May-04
8:43:20
416.9
23.7
1
19-May-04
8:43:40
412.2
23.7
1
19-May-04
8:44:00
386.9
23.7
1
19-May-04
8:44:20
440.5
23.8
1
19-May-04
8:44:40
520.5
23.8
1
19-May-04
8:45:00
570.9
23.8
1
19-May-04
8:45:20
647.1
23.8
1
19-May-04
8:45:40
664.8
23.8
1
19-May-04
8:46:00
643.9
23.8
1
19-May-04
8:46:20
599.9
23.8
1
19-May-04
8:46:40
618.7
23.8
1
19-May-04
8:47:00
640.4
23.8
1
19-May-04
8:47:20
609
23.8
1
19-May-04
8:47:40
590.5
23.9
1
19-May-04
8:48:00
547
23.9
1
19-May-04
8:48:20
504.5
23.9
1
19-May-04
8:48:40
518.7
23.9
1
19-May-04
8:49:00
453.4
23.9
1
19-May-04
8:49:20
420.3
23.9
1
19-May-04
8:49:40
446.9
23.9
1
19-May-04
8:50:00
441.2
23.9
1
19-May-04
8:50:20
448.4
24
1
19-May-04
8:50:40
467.9
23.9
1
19-May-04
8:51:00
464.4
23.9
1
19-May-04
8:51:20
481
23.9
1
19-May-04
8:51:40
523.2
23.9
1
19-May-04
8:52:00
511.8
23.9
1
19-May-04
8:52:20
537
23.9
1
19-May-04
8:52:40
619.4
23.9
1
19-May-04
8:53:00
646.7
23.9
1
19-May-04
8:53:20
611.3
23.9
1
19-May-04
8:53:40
583.8
23.9
1
19-May-04
8:54:00
546.1
23.9
1
19-May-04
8:54:20
579.9
23.9
1
19-May-04
8:54:40
593.8
23.9
1
19-May-04
8:55:00
569.1
23.9
1
19-May-04
8:55:20
536
23.9
1
19-May-04
8:55:40
491.5
23.9
1
19-May-04
8:56:00
471.3
23.9
1
19-May-04
8:56:20
472
23.9
1
19-May-04
8:56:40
508.3
23.9
1
19-May-04
8:57:00
525.5
23.9
1
19-May-04
8:57:20
536.3
23.9
1
19-May-04
8:57:40
597.2
23.9
1
19-May-04
8:58:00
615.8
23.9
1
19-May-04
8:58:20
573
23.9
1
19-May-04
8:58:40
516.1
23.9
1
RMC Array TEOM Data
131
-------
Date
Time
PM10 Mass
Cone. Ug/mA3
19-May-04
8:59:00
494.8
19-May-04
8:59:20
474.3
19-May-04
8:59:40
479.1
19-May-04
9:00:00
513
19-May-04
9:00:20
526
19-May-04
9:00:40
535.1
19-May-04
9:01:00
466
19-May-04
9:01:20
429.1
19-May-04
9:01:40
399.8
19-May-04
9:02:00
421.2
19-May-04
9:02:20
409.7
19-May-04
9:02:40
398.3
19-May-04
9:03:00
381.9
19-May-04
9:03:20
362.6
19-May-04
9:03:40
396.6
19-May-04
9:04:00
406.5
19-May-04
9:04:20
408.3
19-May-04
9:04:40
407.7
19-May-04
9:05:00
421.5
19-May-04
9:05:20
425.7
19-May-04
9:05:40
450.7
19-May-G4
9:06:00
465.2
19-May-04
9:06:20
442.5
19-May-04
9:06:40
408.6
19-May-04
9:07:00
384.7
19-May-04
9:07:20
371.3
19-May-04
9:07:40
315.4
19-May-04
9:08:00
290.4
19-May-04
9:08:20
236
19-May-04
9:08:40
218.6
19-May-04
9:09:00
241.8
19-May-04
9:09:20
269
19-May-04
9:09:40
259.4
Averages

309.2455556
Amb Temp, Amb Pres,
Deg. C	Atm.
23.9	1
23.9	1
23.9	1
23.9	1
23.9	1
23.9	1
23.9	1
23.9	1
23.9	1
23.9	1
23.9	1
23.9	1
23.9	1
23.9	1
23.9	1
23.9	1
23.9	1
23.9	1
23.9	1
23.9	1
23.9	1
23.9	1
23.9	1
23.9	1
24	1
24	1
24	1
24	1
24	1
24	1
24	1
24	1
24	1 Stop Run #1
19-May-04
10:08:00
134.1
19-May-04
10:08:20
140.3
19-May-Q4
10:08:40
116.2
19-May-04
10:09:00
105.8
19-May-04
10:09:20
185.8
19-May-04
10:09:40
224.5
19-May-04
10:10:00
134.2
19-May-04
10:10:20
167.3
19-May-04
10:10:40
157.4
19-May-04
10:11:00
115.9
19-May-04
10:11:20
143.6
25.3	1.001 Start Run #2
25.3	1.001
25.3	1.001
25.4	1.001
25.4	1.001
25.4	1.001
25.4	1.001
25.5	1.001
25.5	1.001
25.5	1.001
25.6	1.001
RMC Array TEOM Data
132
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
19-May-04
10:11:40
120.6
25.6
1.001
19-May-04
10:12:00
133.5
25.6
1.001
19-May-04
10:12:20
122.6
25.6
1.001
19-May-04
10:12:40
150.8
25.6
1.001
19-May-04
10:13:00
177.2
25.6
1.001
19-May-04
10:13:20
218.5
25.6
1.001
19-May-04
10:13:40
200.8
25.7
1.001
19-May-04
10:14:00
173.3
25.7
1.001
19-May-04
10:14:20
125.9
25.7
1.001
19-May-04
10:14:40
143
25.7
1.001
19-May-04
10:15:00
143.2
25.7
1.001
19-May-04
-10:15:20
157.8
25.7
1.001
19-May-04
10:15:40
176.4
25.7
1.001
19-May-04
10:16:00
164.8
25.7
1.001
19-May-04
10:16:20
166.6
25.7
1.001
19-May-04
10:16:40
155.6
25.7
1.001
19-May-04
10:17:00
157.2
25.7
1.001
19-May-04
10:17:20
164.9
25.8
1.001
19-May-04
10:17:40
156.5
25.8
1.001
19-May-04
10:18:00
211.3
25.8
1.001
19-May-04
10:18:20
147.1
25.8
1.001
19-May-04
10:18:40
193.4
25.8
1.001
19-May-04
10:19:00
203.4
25.8
1.001
19-May-04
10:19:20
180.2
25.8
1.001
19-May-04
10:19:40
216.5
25.8
1.001
19-May-04
10:20:00
184.9
25.8
1.001
19-May-04
10:20:20
186.9
25.8
1.001
19-May-04
10:20:40
203.1
25.8
1.001
19-May-04
10:21:00
184
25.8
1.001
19-May-04
10:21:20
179
25.8
1.001
19-May-04
10:21:40
169.7
25.8
1.001
19-May-04
10:22:00
216
25.8
1.001
19-May-04
10:22:20
202.5
25.8
1.001
19-May-04
10:22:40
194.6
25.8
1.001
19-May-04
10:23:00
183.5
25.8
1.001
19-May-04
10:23:20
192.6
25.8
1.001
19-May-04
10:23:40
144.5
25.8
1.001
19-May-04
10:24:00
90.7
25.8
1.001
19-May-04
10:24:20
144.4
25.8
1.001
19-May-04
10:24:40
156.7
25.8
1.001
19-May-04
10:25:00
153.2
25.8
1.001
19-May-04
10:25:20
159.9
25.8
1.001
19-May-04
10:25:40
119.6
25.8
1.001
19-May-04
10:26:00
98.6
25.9
1.001
19-May-04
10:26:20
109.5
25.9
1.001
19-May-04
10:26:40
145.8
25.9
1.001
19-May-04
10:27:00
147.6
25.9
1.001
19-May-04
10:27:20
126.3
25.9
1.001
19-May-04
10:27:40
163
25.9
1.001
RMC Array TEOM Data
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres.
Cone. Ug/mA3
Deg. C
Atm.
19-May-04
10:28:00
110.1
25.9
1.001
19-May-04
10:28:20
124.6
25.9
1.001
19-May-04
10:28:40
152.7
25.9
1.001
19-May-04
10:29:00
164.2
25.9
1.001
19-May-04
10:29:20
102.4
25.9
1.001
19-May-04
10:29:40
71.7
25.9
1.001
19-May-04
10:30:00
71.7
25.9
1.001
19-May-04
10:30:20
50.1
25.8
1.001
19-May-04
10:30:40
66.3
25.8
1.001
19-May-04
10:31:00
88.9
25.9
1.001
19-May-04
10:31:20
88.9
25.9
1.001
19-May-04
10:31:40
139.6
25.9
1.001
19-May-04
10:32:00
167.8
25.9
1.001
19-May-04
10:32:20
195.5
25.9
1.001
19-May-04
10:32:40
200.6
25.9
1.001
19-May-04
10:33:00
197.3
25.9
1.001
19-May-04
10:33:20
235.4
25.9
1.001
19-May-04
10:33:40
231.1
25.9
1.001
19-May-04
10:34:00
221.6
25.9
1.001
19-May-04
10:34:20
211.2
25.9
1.001
19-May-04
10:34:40
142.5
25.9
1.001
19-May-04
10:35:00
124.1
25.9
1.001
19-May-04
10:35:20
164.5
25.9
1.001
19-May-04
10:35:40
201.3
25.9
1.001
19-May-04
10:36:00
228.2
25.9
1.001
19-May-04
10:36:20
204.7
25.9
1.001
19-May-04
10:36:40
234.1
25.9
1
19-May-04
10:37:00
250.9
25.9
1
19-May-Q4
10:37:20
242.5
25.9
1
19-May-04
10:37:40
244.4
25.9
1
19-May-04
10:38:00
288.2
25.9
1
19-May-Q4
10:38:20
306.4
25.9
1.001
19-May-04
10:38:40
322.1
25.9
1
19-May-04
10:39:00
315.5
25.9
1
19-May-04
10:39:20
310.4
25.9
1
19-May-04
10:39:40
361.2
25.9
1
19-May-04
10:40:00
375.6
25.9
1
19-May-04
10:40:20
354.2
26
1.001
19-May-04
10:40:40
384.8
25.9
1.001
19-May-04
10:41:00
376.1
26
1.001
19-May-04
10:41:20
392.7
25.9
1
19-May-04
10:41:40
378.6
25.9
1.001
19-May-CM
10:42:00
420.5
26
1.001
19-May-04
10:42:20
418.6
26
1.001
19-May-04
10:42:40
387.8
26
1.001
19-May-04
10:43:00
369.6
26
1.001
19-May-04
10:43:20
334.6
26
1.001
19-May-04
10:43:40
334.1
26
1.001
19-May-04
10:44:00
329.5
26
1.001
RMC Array TEOM Data
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
19-May-04
10:44:20
290.8
26
1.001
19-May-04
10:44:40
328.2
26
1.001
19-May-04
10:45:00
300.2
26.1
1.001
19-May-04
10:45:20
316.3
26.1
1.001
19-May-04
10:45:40
332.5
26.1
1.001
19-May-04
10:46:00
333.5
26.1
1.001
19-May-04
10:46:20
308
26.1
1.001
19-May-04
10:46:40
293
26.1
1.001
19-May-04
10:47:00
255.8
26.2
1.001
19-May-04
10:47:20
282.8
26.2
1.001
19-May-04
10:47:40
315.9
26.2
1.001
19-May-04
10:48:00
300.6
26.2
1.001
19-May-04
10:48:20
263.6
26.2
1.001
19-May-04
10:48:40
263
26.2
1.001
19-May-04
10:49:00
256.3
26.3
1.001
19-May-04
10:49:20
271.9
26.3
1.001
19-May-04
10:49:40
219.7
26.3
1.001
19-May-04
10:50:00
201.1
26.3
1.001
19-May-04
10:50:20
173.7
26.3
1.001
19-May-04
10:50:40
187.4
26.3
1.001
19-May-04
10:51:00
140.6
26.4
1.001
19-May-04
10:51:20
118.3
26.4
1.001
19-May-04
10:51:40
90.6
26.4
1
19-May-04
10:52:00
135.3
26.4
1
19-May-04
10:52:20
128.1
26.4
1.001
19-May-04
10:52:40
172.9
26.5
1.001
19-May-04
10:53:00
171.4
26.5
1
19-May-04
10:53:20
195.8
26.5
1
19-May-04
10:53:40
201.1
26.5
1
19-May-04
10:54:00
189
26.5
1.001
19-May-04
10:54:20
151.8
26.6
1.001
19-May-04
10:54:40
177.8
26.6
1
19-May-04
10:55:00
188.4
26.6
1
19-May-04
10:55:20
175.9
26.6
1
19-May-04
10:55:40
187.6
26.6
1
19-May-04
10:56:00
177.4
26.6
1
19-May-04
10:56:20
200.1
26.6
1
19-May-04
10:56:40
248.1
26.7
1
19-May-04
10:57:00
281.1
26.7
1
19-May-04
10:57:20
276.7
26.7
1
19-May-04
10:57:40
286.2
26.7
1
19-May-04
10:58:00
294.6
26.7
1
19-May-04
10:58:20
324.6
26.8
1
19-May-04
10:58:40
403.9
26.8
1
19-May-04
10:59:00
482.8
26.8
1
19-May-04
10:59:20
500.8
26.9
1
19-May-04
10:59:40
494.5
26.9
1
19-May-04
11:00:00
494.9
26.9
1
19-May-04
11:00:20
463.6
26.9
1
RMC Array TEOM Data
135
-------
Date
Time
PM10 Mass
Cone. Ug/mA3
19-May-04
11:00:40
377.8
19-May-G4
11:01:00
324.1
19-May-04
11:01:20
351.4
19-May-04
11:01:40
327.6
19-May-04
11:02:00
250.1
19-May-04
11:02:20
264.8
19-May-04
11:02:40
304.2
19-May-04
11:06:00
377.7
19-May-04
11:06:20
361.4
19-May-04
11:06:40
351.2
19-May-04
11:07:00
313.7
19-May-04
11:07:20
262.8
19-May-04
11:07:40
229
19-May-04
11:08:00
217.8
19-May-04
11:08:20
202.1
19-May-04
11:08:40
252.7
19-May-04
11:09:00
266.4
19-May-04
11:09:20
247.6
19-May-04
11:09:40
181.2
19-May-04
11:10:00
195.5
19-May-04
11:10:20
176.2
19-May-04
11:10:40
161.4
19-May-04
11:11:00
159.6
19-May-04
11:11:20
199.6
19-May-04
11:11:40
200.6
Averages

222.6
2G-May-04
8:52:00
214.9
20-May-04
8:52:20
217.7
20-May-04
8:52:40
219
20-May-04
8:53:00
202.8
20-May-Q4
8:53:20
216.9
20-May-04
8:53:40
228.2
20-May-04
8:54:00
208.1
20-May-04
8:54:20
225
20-May-04
8:54:40
208.3
20-May-04
8:55:00
194.4
20-May-04
8:55:20
209.7
20-May-04
8:55:40
199.3
20-May-04
8:56:00
181.2
20-May-04
8:56:20
192.3
20-May-04
8:56:40
141.8
20-May-04
8:57:00
109.2
20-May-04
8:57:20
86.3
20-May-04
8:57:40
60.4
20-May-04
8:58:00
82.8
Amb Temp, Amb Pres,
Deg. C	Atm.
27	1
27	1
27	1
27	1
27	1
27	1
27	1 Stop @1103
27	1 Start® 1106
27	1
27	1
27	1
27	1
27	1
27	1
27	1
27	1
27	1
27	1
27	1
27.1	1
27.1	1
27.1	1
27.1	1
27.1	1
27.1	1 Stop Run #2
26.1	1.001
24.4	1.001 Start Run #3
24.4	1.001
24.4	1.001
24.4	1.001
24.4	1.001
24.4	1.001
24.5	1.001
24.4	1.001
24.5	1.001
24.5	1.001
24.5	1.001
24.5	1.001
24.5	1.001
24.5	1.001
24.5	1.001
24.5	1.001
24.5	1.001
24.5	1.001
24.5	1.001
RMC Array TEOM Data
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres
Cone. Ug/mA3
Deg. C
Atm.
20-May-04
8:58:20
109.4
24.5
1.001
20-May-04
8:58:40
117.5
24.5
1.001
20-May-04
8:59:00
155
24.6
1.001
20-May-04
8:59:20
173
24.5
1.001
20-May-04
8:59:40
207
24.6
1.001
20-May-04
9:00:00
182
24.5
1.001
20-May-04
9:00:20
188
24.6
1.001
20-May-04
9:00:40
184.7
24.5
1.001
2Q-May-Q4
9:01:00
130.9
24.5
1.001
20-May-04
9:01:20
140.7
24.5
1.001
20-May-04
9:01:40
154.4
24.5
1.001
20-May-04
9:02:00
184.2
24.6
1.001
20-May-04
9:02:20
237.7
24.6
1.001
20-May-04
9:02:40
251.7
24.6
1.001
20-May-04
9:03:00
259.3
24.6
1,001
20-May-04
9:03:20
252.9
24.6
1.001
20-May-04
9:03:40
282.3
24.6
1.001
20-May-04
9:04:00
262.2
24.6
1.001
20-May-CM
9:04:20
236.3
24.6
1.001
20-May-04
9:04:40
196.4
24.6
1.001
20-May-04
9:05:00
221.6
24.6
1.001
20-May-04
9:05:20
211.1
24.6
1.001
20-May-04
9:05:40
178 2
24.6
1.001
20-May-04
9:06:00
178.5
24.6
1.001
20-May-04
9:06:20
160.8
24.6
1.001
20-May-04
9:06:40
114.2
24.6
1.001
20-May-04
9:07:00
106.8
24.7
1.001
20-May-04
9:07:20
93
24.7
1.001
20-May-04
9:07:40
97.3
24.7
1.001
20-May-04
9:08:00
79.5
24.7
1.001
20-May-04
9:08:20
113,3
24.7
1.001
20-May-Q4
9:08:40
118.1
24.7
1.001
20-May-04
9:09:00
112.7
24.7
1.001
20-May-04
9:09:20
128.9
24.7
1.001
20-May-04
9:09:40
157.1
24.8
1.001
20-May-04
9:10:00
153.4
24.7
1.001
20-May-04
9:10:20
176.1
24.8
1.001
20-May-04
9:10:40
210.9
24.8
1.001
20-May-04
9:11:00
222.4
24.8
1.001
20-May-04
9:11:20
249.6
24.8
1.001
20-May-04
9:11:40
273.5
24.8
1.001
20-May-04
9:12:00
282.4
24.8
1.001
20-May-04
9:12:20
258.1
24.9
1.001
20-May-04
9:12:40
257.3
24.9
1.001
20-May-04
9:13:00
271.1
24.9
1.001
20-May-04
9:13:20
292.5
24.9
1.001
20-May-04
9:13:40
279.3
24.9
1.001
20-May-04
9:14:00
229.4
24.9
1.001
20-May-04
9:14:20
236.7
24.9
1.001
RMC Array TEOM Data
137
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
20-May-04
9:14:40
253.5
24.9
1.001
20-May-04
9:15:00
236.5
24.9
1.001
20-May-04
9:15:20
273.4
24.9
1.001
20-May-04
9:15:40
339.6
24.9
1.001
20-May-04
9:16:00
324.1
24.9
1.001
20-May-04
9:16:20
322
25
1.001
20-May-04
9:16:40
326.6
25
1.001
20-May-04
9:17:00
295.3
25
1.001
20-May-04
9:17:20
261.3
25
1.001
20-May-04
9:17:40
233.6
25
1.001
20-May-04
9:18:00
221.7
25
1.001
20-May-04
9:18:20
233.4
25
1.001
20-May-04
9:18:40
212.6
25
1.001
20-May-04
9:19:00
202.7
25
1.001
20-May-04
9:19:20
223.5
25
1.001
20-May-04
9:19:40
251.2
25
1.001
20-May-04
9:20:00
254.6
25
1.001
20-May-04
9:20:20
241.3
25
1.001
20-May-04
9:20:40
220.3
25
1.001
20-May-04
9:21:00
194.7
25
1.001
20-May-04
9:21:20
199.8
25
1.001
20-May-04
9:21:40
214
25
1.001
20-May-04
9:22:00
214.2
25
1.001
20-May-04
9:22:20
209.1
25
1.001
20-May-04
9:22:40
208.3
25
1.001
20-May-04
9:23:00
193.8
25
1.001
20-May-CW
9:23:20
222.3
25
1.001
20-May-04
9:23:40
198
25
1.001
20-May-04
9:24:00
191.1
25.1
1.001
20-May-04
9:24:20
193.6
25.1
1.001
20-May-04
9:24:40
205.2
25.1
1.001
20-May-04
9:25:00
207.5
25.1
1.001
20-May-04
9:25:20
192.5
25.1
1.001
20-May-04
9:25:40
161.4
25.1
1.001
20-May-04
9:26:00
174.2
25.1
1.001
20-May-04
9:26:20
182.8
25.1
1.001
20-May-04
9:26:40
180.8
25.1
1.001
20-May-04
9:27:00
184.5
25.1
1.001
20-May-04
9:27:20
180.5
25.1
1.001
20-May-04
9:27:40
172.7
25.1
1.001
20-May-04
9:28:00
189.8
25.1
1.001
20-May-04
9:28:20
150.6
25.1
1.001
20-May-04
9:28:40
196.7
25.1
1.001
20-May-04
9:29:00
220.9
25.1
1.001
20-May-04
9:29:20
207.9
25.2
1.001
20-May-04
9:29:40
216.8
25.2
1.001
20-May-04
9:30:00
203.3
25.2
1.001
20-May-04
9:30:20
190.9
25.2
1.001
20-May-04
9:30:40
146.4
25.2
1.001
RMC Array TEOM Data
138
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
20-May-04
9:31:00
141.8
25.2
1.001
20-May-Q4
9:31:20
149.7
25.2
1.001
20-May-04
9:31:40
161.8
25.2
1.001
20-May-04
9:32:00
138.1
25.2
1.001
20-May-04
9:32:20
153
25.2
1.001
20-May-04
9:32:40
175.4
25.2
1.001
20-May-04
9:33:00
190.1
25.2
1.001
20-May-04
9:33:20
215,3
25.2
1.001
20-May-04
9:33:40
218.7
25.2
1.001
20-May-04
9:34:00
204.4
25.2
1.001
20-May-04
9:34:20
196
25.2
1.001
20-May-04
9:34:40
236.5
25.2
1.001
20-May-04
9:35:00
218.8
25.2
1.001
20-May-04
9:35:20
174.8
25.2
1.001
20-May-04
9:35:40
143.4
25.2
1.001
20-May-04
9:36:00
115.3
25.2
1.001
20-May-04
9:36:20
100
25.2
1.001
20-May-04
9:36:40
97
25.2
1.001
20-May-04
9:37:00
116
25.2
1.001
20-May-04
9:37:20
110.4
25.2
1.001
20-May-04
9:37:40
131.9
25.2
1.001
20-May-G4
9:38:00
167.2
25.2
1.001
20-May-04
9:38:20
173.2
25.2
1.001
20-May-04
9:38:40
198.3
25.2
1.001
20-May-04
9:39:00
191.8
25.2
1.001
20-May-04
9:39:20
185.1
25.2
1.001
20-May-04
9:39:40
199.2
25.2
1.001
20-May-04
9:40:00
226.9
25.2
1.001
20-May-04
9:40:20
254.5
25.2
1.001
20-May-04
9:40:40
230.5
25.2
1.001
20-May-04
9:41:00
238.8
25.2
1.001
20-May-04
9:41:20
243.4
25.2
1.001
20-May-04
9:41:40
245.9
25.2
1.001
20-May-04
9:42:00
243
25.2
1.001
20-May-04
9:42:20
216.7
25.2
1.001
20-May-04
9:42:40
218.6
25.3
1.001
20-May-04
9:43:00
216.1
25.3
1.001
20-May-04
9:43:20
221.4
25.3
1.001
20-May-04
9:43:40
218
25.3
1.001
20-May-04
9:44:00
201.2
25.4
1.001
20-May-04
9:44:20
163.9
25.4
1.001
20-May-04
9:44:40
159.5
25.4
1.001
20-May-04
9:45:00
151.4
25.4
1.001
20-May-04
9:45:20
147.5
25.4
1.001
20-May-04
9:45:40
196.9
25.4
1.001
20-May-04
9:46:00
176.3
25.4
1.001
20-May-04
9:46:20
189.8
25.5
1.001
20-May-04
9:46:40
185.2
25.5
1.001
20-May-04
9:47:00
179.2
25.5
1.001
RMC Array TEOM Data
139
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg.C
Atm.
20-May-04
9:47:20
183.5
25.5
1.001
20-May-04
9:47:40
185.6
25.5
1.001
20-May-04
9:48:00
157.5
25.5
1.001
20-May-04
9:48:20
160.4
25.5
1.001
20-May-04
9:48:40
179.8
25.6
1.001
20-May-04
9:49:00
185.6
25.6
1.001
20-May-04
9:49:20
156.9
25.6
1.001
20-May-04
9:49:40
157
25.6
1.001
20-May-04
9:50:00
141.3
25.6
1.001
20-May-04
9:50:20
151.7
25.7
1.001
20-May-04
9:50:40
167.1
25.7
1.001
20-May-04
9:51:00
164.2
25.7
1.001
20-May-04
9:51:20
171.5
25.7
1.001
20-May-04
9:51:40
181.8
25.7
1.001
20-May-04
9:52:00
179,6
25.8
1.001
20-May-04
9:52:20
159.3
25.8
1.001
20-May-04
9:52:40
161.6
25.8
1.001
Averages

193.3
25.0
1.001
RMC Array TEOM Data
140
-------
Date
Time
PM10 Mass
Cone. Ug/mA3
19-May-04
8:10:00
111.7
19-May-04
8:10:20
111.2
19-May-04
8:10:40
109.4
19-May-04
8:11:00
110
19-May-G4
8:11:20
108.6
19-May-04
8:11:40
100.9
19-May-04
8:12:00
98.2
19-May-04
8:12:20
94.3
19-May-04
8:12:40
93.2
19-May-04
8:13:00
91.2
19-May-04
8:13:20
92.4
19-May-04
8:13:40
96.1
19-May-Q4
8:14:00
95.7
19-May-04
8:14:20
95.2
19-May-04
8:14:40
95.4
19-May-04
8:15:00
98.2
19-May-04
8:15:20
100.8
19-May-04
8:15:40
103.6
19-May-04
8:16:00
101.9
19-May-04
8:16:20
101.3
19-May-04
8:16:40
96.4
19-May-04
8:17:00
93,3
19-May-04
8:17:20
90.5
19-May-04
8:17:40
88.7
19-May-04
8:18:00
89.9
19-May-04
8:18:20
89
19-May-04
8:18:40
91.1
19-May-04
8:19:00
93.9
19-May-04
8:19:20
94.6
19-May-04
8:19:40
98.5
19-May-04
8:20:00
101
19-May-04
8:20:20
101.9
19-May-04
8:20:40
103.5
19-May-04
8:21:00
105
19-May-04
8:21:20
102.3
19-May-04
8:21:40
104.6
19-May-04
8:22:00
104.1
19-May-04
8:22:20
100.6
19-May-04
8:22:40
97.7
19-May-04
8:23:00
94.4
19-May-CM
8:23:20
94.3
19-May-04
8:23:40
91.9
19-May-04
8:24:00
96.8
19-May-04
8:24:20
96.4
19-May-04
8:24:40
94.5
19-May-04
8:25:00
93.6
19-May-04
8:25:20
92.9
19-May-04
8:25:40
91.1
19-May-04
8:26:00
92.2
19-May-04
8:26:20
94.3
Amb Temp, Amb Pres,
Deg. C	Atm.
23	1 Start Run # 1
23	1
22.9	1
22.9	1
22.8	1
22.8	1
22.9	1
22.9	1
22.9	1
23	1
23	1
23	1
22.9	1
22.9	1
22.9	1
23	1
23	1
23.1	1
23.1	1
23.1	1
23.1	1
23.2	1
23.2	1
23.3	1
23.3	1
23.3	1
23.3	1
23.4	1
23.4	1
23.4	1
23.4	1
23.4	1
23.5	1
23.5	1
23.5	1
23.4	1
23.4	1
23.4	1
23.4	1
23.5	1
23.5	1
23.5	1
23.5	1
23.5	1
23.5	1
23.6	1
23.6	1
23.6	1
23.6	1
23.6	1
RMC Baghouse TEOM Data
141
-------
Date
Time
PM10 Mass
Amb Temp,
Cone. Ug/mA3
Deg. C
19-May-04
8:26:40
91.9
23.7
19-May-04
8:27:00
91.4
23.7
19-May-04
8:27:20
90.2
23.7
19-May-04
8:27:40
90.6
23.7
19-May-04
8:28:00
92.3
23.7
19-May-04
8:28:20
96.2
23.7
19-May-04
8:28:40
95.4
23.7
19-May-04
8:29:00
96.9
23.8
19-May-04
8:29:20
96.9
23.8
19-May-04
8:29:40
95.7
23.8
19-May-04
8:30:00
96.4
23.8
19-May-04
8:30:20
99.2
23.7
19-May-04
8:30:40
100.6
23.7
19-May-04
8:31:00
97.4
23.7
19-May-04
8:31:20
100
23.7
19-May-04
8:31:40
105
23.7
19-May-04
8:32:00
106.9
23.7
19-May-04
8:32:20
107.9
23.7
19-May-04
8:32:40
106.9
23.7
19-May-04
8:33:00
107.4
23.7
19-May-04
8:33:20
110.8
23.7
19-May-04
8:33:40
112.4
23.7
19-May-04
8:34:00
113
23.6
19-May-04
8:34:20
109.5
23.6
19-May-04
8:34:40
104.5
23.6
19-May-04
8:35:00
106.2
23.6
19-May-04
8:35:20
102.8
23.6
19-May-04
8:35:40
99.8
23.6
19-May-04
8:36:00
100.7
23.6
19-May-04
8:36:20
98.7
23.6
19-May-04
8:36:40
104.1
23.6
19-May-04
8:37:00
103.3
23.6
19-May-04
8:37:20
99
23.6
19-May-04
8:37:40
99.7
23.6
19-May-04
8:38:00
101.3
23.5
19-May-04
8:38:20
96.2
23.5
19-May-04
8:38:40
90.2
23.5
19-May-04
8:39:00
82.3
23.5
19-May-04
8:39:20
81.3
23.5
19-May-04
8:39:40
84.6
23.5
19-May-04
8:40:00
84.2
23.5
19-May-04
8:40:20
88.3
23.5
19-May-04
8:40:40
89.1
23.5
19-May-04
8:41:00
89.9
23.5
19-May-04
8:41:20
91.9
23.5
19-May-04
8:41:40
92
23.5
19-May-04
8:42:00
87.9
23.5
19-May-04
8:42:20
90.4
23.5
19-May-04
8:42:40
96.9
23.5
19-May-04
8:43:00
97.6
23.4
RMC Baghouse TEOM Data
142
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pr«
Cone. Ug/mA3
Deg. C
Atm.
19-May-04
8:43:20
96.1
23.5
1
19-May-04
8:43:40
99.8
23.4

19-May-04
8:44:00
100.1
23.4
1
19-May-04
8:44:20
100.6
23.4
1
19-May-04
8:44:40
102.5
23.5
1
19-May-04
8:45:00
104.5
23.5
1
19-May-04
8:45:20
108.5
23.5
1
19-May-04
8:45:40
107
23.5
1
19-May-04
8:46:00
107.4
23.5
1
19-May-04
8:46:20
106.9
23.5
1
19-May-04
8:46:40
105
23.5
1
19-May-04
8:47:00
107.7
23.6

19-May-04
8:47:20
112.1
23.6
1
19-May-04
8:47:40
109.2
23.6
1
19-May-04
8:48:00
110.8
23.6
1
19-May-04
8:48:20
109.9
23.6
1
19-May-04
8:48:40
110.7
23.7
1
19-May-04
8:49:00
106.6
23.7
1
19-May-04
8:49:20
102.5
23.8
1
19-May-04
8:49:40
103
23,8
1
19-May-04
8:50:00
104.2
23.8
1
19-May-04
8:50:20
104.1
23.8

19-May-04
8:50:40
105.5
23.7
1
19-May-04
8:51:00
103.8
23.7
1
19-May-04
8:51:20
102.7
23.7
1
19-May-04
8:51:40
100.4
23.7
1
19-May-04
8:52:00
103.9
23.7
1
19-May-04
8:52:20
104.1
23.8
1
19-May-04
8:52:40
105.2
23.8
1
19-May-04
8:53:00
102.7
23.8
1
19-May-04
8:53:20
103.2
23.8
1
19-May-04
8:53:40
107.7
23.8
1
19-May-04
8:54:00
105.7
23.8
1.001
19-May-04
8:54:20
105.8
23.8
1.001
19-May-04
8:54:40
104.6
23.8
1.001
19-May-04
8:55:00
102.5
23.8
1.001
19-May-04
8:55:20
103.5
23.8
1.001
19-May-04
8:55:40
106.4
23.8
1.001
19-May-04
8:56:00
106.5
23.8
1.001
19-May-04
8:56:20
109.3
23.8
1.001
19-May-04
8:56:40
110.8
23.8
1.001
19-May-04
8:57:00
113.3
23.8
1.001
19-May-04
8:57:20
114.5
23.8
1.001
19-May-04
8:57:40
115.8
23.7
1.001
19-May-04
8:58:00
115.2
23.7
1.001
19-May-04
8:58:20
116.3
23.7
1.001
19-May-04
8:58:40
116.5
23.7
1.001
19-May-04
8:59:00
117.1
23,7
1.001
19-May-04
8:59:20
114.2
23.7
1.001
19-May-04
8:59:40
109.6
23.7
1.001
RMC Baghouse TEOM Data
143
-------
Date
Time
PM10 Mass
Cone. Ug/mA3
19-May-04
9:00:00
104.2
19-May-04
9:00:20
101
19-May-04
9:00:40
99.6
19-May-04
9:01:00
97.8
19-May-04
9:01:20
98.9
19-May-04
9:01:40
98
19-May-04
9:02:00
101.3
19-May-04
9:02:20
103.3
19-May-04
9:02:40
105.5
19-May-04
9:03:00
105.7
19-May-04
9:03:20
105.7
19-May-04
9:03:40
106.3
19-May-04
9:04:00
107.1
19-May-04
9:04:20
107.1
19-May-04
9:04:40
105.9
19-May-04
9:05:00
107.4
19-May-04
9:05:20
110.8
19-May-04
9:05:40
114.2
19-May-04
9:06:00
116.4
19-May-04
9:06:20
112.7
19-May-04
9:06:40
112.2
19-May-04
9:07:00
114.7
19-May-04
9:07:20
114.1
19-May-04
9:07:40
113.9
19-May-04
9:08:00
110.8
19-May-04
9:08:20
112.2
19-May-04
9:08:40
110.9
19-May-04
9:09:00
112.9
19-May-04
9:09:20
115
19-May-04
9:09:40
109.6
Averages

101.9
Amb Temp, Amb Pres,
Deg. C	Atm.
23.7	1.001
23.7	1.001
23.6	1.001
23.6	1.001
23.6	1.001
23.6	1.001
23.6	1.001
23.5	1.001
23.5	1.001
23.5	1.001
23.5	1.001
23.5	1.001
23.5	1.001
23.5	1.001
23.6	1.001
23.5	1.001
23.6	1.001
23.6	1.001
23.6	1.001
23.7	1.001
23.7	1.001
23.7	1.001
23.7	1.001
23.7	1.001
23.7	1.001
23.7	1.001
23.7	1.001
23.7	1.001
23.7	1.001
23.7	1.001 Stop Run #1
23.5	1.000
19-May-04
10:08:00
116.5
19-May-04
10:08:20
117
19-May-04
10:08:40
118.4
19-May-04
10:09:00
121.9
19-May-04
10:09:20
120.2
19-May-04
10:09:40
123.7
19-May-04
10:10:00
124
19-May-04
10:10:20
124.7
19-May-04
10:10:40
127.1
19-May-04
10:11:00
122.3
19-May-04
10:11:20
123.9
19-May-04
10:11:40
123.2
19-May-04
10:12:00
123.2
19-May-04
10:12:20
121.2
19-May-04
10:12:40
121.8
25.2	1.001 Start Run #2
25.3	1.001
25.3	1.001
25.4	1.001
25.4	1.001
25.5	1.001
25.5	1.001
25.6	1.001
25.5	1.001
25.5	1.001
25.5	1.001
25.5	1.001
25.5	1.001
25.5	1.001
25.5	1.001
RMC Baghouse TEOM Data
144
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
19-May-04
10:13:00
118.7
25.5
1.001
19-May-04
10:13:20
122.5
25.5
1.001
19-May-04
10:13:40
126.7
25.6
1.001
19-May-04
10:14:00
129.9
25.6
1.001
19-May-04
10:14:20
127
25.6
1.001
19-May-04
10:14:40
125.3
25.6
1.001
19-May-04
10:15:00
121.8
25.6
1.001
19-May-04
10:15:20
117.9
25.6
1.001
19-May-04
10:15:40
113.9
25.6
1.001
19-May-04
10:16:00
113.2
25.6
1.001
19-May-04
10:16:20
114.9
25.6
1.001
19-May-04
10:16:40
116.4
25.6
1.001
19-May-04
10:17:00
118.6
25.6
1.001
19-May-04
10:17:20
115.2
25.6
1.001
19-May-04
10:17:40
115.4
25.6
1.001
19-May-04
10:18:00
115.3
25.6
1.001
19-May-04
10:18:20
113.2
25.6
1.001
19-May-04
10:18:40
111.7
25.6
1.001
19-May-04
10:19:00
110.4
25.6
1.001
19-May-04
10:19:20
105.9
25.6
1.001
19-May-04
10:19:40
106.3
25.6
1.001
19-May-04
10:20:00
103.3
25.6
1.001
19-May-04
10:20:20
105.9
25.6
1.001
19-May-04
10:20:40
108.8
25.6
1.001
19-May-04
10:21:00
107.7
25.6
1.001
19-May-04
10:21:20
105.6
25.5
1.001
19-May-04
10:21:40
104.5
25.6
1.001
19-May-04
10:22:00
107
25.5
1.001
19-May-04
10:22:20
108.7
,25.5
1.001
19-May-04
10:22:40
107.9
25.6
1.001
19-May-04
10:23:00
106,1
25.6
1.001
19-May-Q4
10:23:20
111.7
25.6
1.001
19-May-04
10:23:40
111.1
25.6
1.001
19-May-04
10:24:00
110.8
25.5
1.001
19-May-04
10:24:20
1099
25.5
1.001
19-May-04
10:24:40
110.2
25.6
1.001
19-May-04
10:25:00
113.5
25.6
1.001
19-May-04
10:25:20
116.5
25.6
1.001
19-May-04
10:25:40
117.6
25.6
1.001
19-May-04
10:26:00
116
25.6
1.001
19-May-04
10:26:20
114.3
25.7
1.001
19-May-04
10:26:40
118.4
25.7
1.001
19-May-04
10:27:00
119
25.7
1.001
19-May-04
10:27:20
119.1
25.7
1.001
19-May-04
10:27:40
120.3
25.7
1.001
19-May-04
10:28:00
118.4
25.6
1.001
19-May-04
10:28:20
118.2
25.6
1.001
19-May-04
10:28:40
116.6
25.6
1.001
19-May-04
10:29:00
115.4
25.6
1.001
19-May-04
10:29:20
114.5
25.6
1.001
RMC Bag house TEOM Data
145
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
19-May-04
10:29:40
118.4
25.5
1.001
19-May-04
10:30:00
118.8
25.6
1.001
19-May-04
10:30:20
120.3
25.6
1.001
19-May-04
10:30:40
122
25.6
1.001
19-May-04
10:31:00
123.9
25.6
1.001
19-May-04
10:31:20
123.3
25.6
1.001
19-May-04
10:31:40
121.3
25.6
1.001
19-May-04
10:32:00
121.6
25.6
1.001
19-May-04
10:32:20
122.3
25.6
1.001
19-May-04
10:32:40
120.2
25.6
1.001
19-May-04
10:33:00
120.1
25.6
1.001
19-May-04
10:33:20
117.7
25.6
1.001
19-May-04
10:33:40
121.8
25.6
1.001
19-May-04
10:34:00
124.5
25.6
1.001
19-May-04
10:34:20
121.2
25.6
1.001
19-May-04
10:34:40
118.4
25.6
1.001
19-May-04
10:35:00
119
25.6
1.001
19-May-04
10:35:20
117.1
25.6
1.001
19-May-04
10:35:40
114.8
25.6
1.001
19-May-04
10:36:00
115.6
25.6
1.001
19-May-04
10:36:20
116.3
25.7
1.001
19-May-04
10:36:40
119.3
25.7
1.001
19-May-04
10:37:00
118.9
25.7
1.001
19-May-04
10:37:20
120
25.7
1.001
19-May-04
10:37:40
121.5
25.7
1.001
19-May-04
10:38:00
119.2
25.6
1.001
19-May-04
10:38:20
117.6
25.7
1.001
19-May-04
10:38:40
116.8
25.6
1.001
19-May-04
10:39:00
118
25.7
1.001
19-May-04
10:39:20
121.5
25.7
1.001
19-May-04
10:39:40
120.2
25.7
1.001
19-May-04
10:40:00
115.9
25.7
1.001
19-May-04
10:40:20
117.5
25.8
1.001
19-May-04
10:40:40
119.9
25.8
1.001
19-May-04
10:41:00
121.1
25.8
1.001
19-May-04
10:41:20
118.5
25.8
1.001
19-May-04
10:41:40
116.4
25.8
1.001
19-May-04
10:42:00
113
25.9
1.001
19-May-04
10:42:20
110.1
25.9
1.001
19-May-04
10:42:40
107.5
25.9
1.001
19-May-04
10:43:00
113.7
25.9
1.001
19-May-04
10:43:20
114.1
25.9
1.001
19-May-04
10:43:40
110.9
26
1.001
19-May-04
10:44:00
109.4
26
1.001
19-May-04
10:44:20
113
26
1.001
19-May-04
10:44:40
113.9
26.1
1.001
19-May-04
10:45:00
112.3
26.1
1.001
19-May-04
10:45:20
111.2
26.1
1.001
19-May-04
10:45:40
111.2
26.1
1.001
19-May-04
10:46:00
110.1
26.2
1.001
RMC Baghouse TEOM Data
146
-------
Date
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
19-May-04
Time
PM10 Mass
Amb Temp,
Amb Pres
Cone. Ug/mA3
Deg. C
Atm.
10:46:20
110.1
26.2
1.001
10:46:40
112
26.2
1.001
10:47:00
112.8
26.2
1.001
10:47:20
115.8
26.3
1.001
10:47:40
117.8
26.3
1.001
10:48:00
117.2
26.3
1.001
10:48:20
118
26.4
1.001
10:48:40
120.8
26.4
1.001
10:49:00
121.3
26.4
1.001
10:49:20
118.7
26.4
1.001
10:49:40
11811
26.4
1.001
10:50:00
117.9
26.4
1.001
10:50:20
117.7
26.4
1.001
10:50:40
119.1
26.4
1.001
10:51:00
121.6
26.4
1.001
10:51:20
125.3
26.5
1.001
10:51:40
127.2
26.5
1.001
10:52:00
127.9
26.5
1.001
10:52:20
127.1
26.5
1.001
10:52:40
126.3
26.6
1.001
10:53:00
124.9
26.6
1.001
10:53:20
128.3
26.6
1,001
10:53:40
131.7
26.7
1.001
10:54:00
131.6
26.7
1.001
10:54:20
130.2
26.7
1.001
10:54:40
126.4
26.7
1.001
10:55:00
126.3
26.7
1.001
10:55:20
122.7
26.8
1.001
10:55:40
118.6
26.8
1.001
10:56:00
120.8
26.8
1.001
10:56:20
115.4
26.8
1.001
10:56:40
113.9
26.8
1.001
10:57:00
114.5
26.8
1.001
10:57:20
111.9
26.8
1.001
10:57:40
110.7
26.8
1.001
10:58:00
108.3
26.9
1.001
10:58:20
106.6
26.9
1.001
10:58:40
105.2
27
1
10:59:00
106.5
27
1
10:59:20
109.1
27
1
10:59:40
108.9
27
1.001
11:00:00
109.3
27
1.001
11:00:20
109
27
1.001
11:00:40
107.2
27
1
11:01:00
107.1
27.1
1
11:01:20
108
27.1
1
11:01:40
110.9
27.1
1
11:02:00
111.3
27.1
1.001
11:02:20
113.9
27.1
1.001
11:02:40
114.5
27.1
1.001
RMC Baghouse TEOM Data	Page 7
-------

TirYiQ
PM10 Mass
Amb Temp,
Amb Pres,
L/alc
1 If 111?
Cone. Ug/mA3
Deg. C
Atm.
19-May-04
11:06:00
111.6
26.9
1
19-May-04
11:06:20
109.9
26.9
1
19-May-04
11:06:40
111.4
27
1
19-May-04
11:07:00
113
27
1
19-May-04
11:07:20
114.3
27
1
19-May-04
11:07:40
115.9
27
1
19-May-04
11:08:00
115.8
27
1
19-May-04
11:08:20
118
27
1
19-May-04
11:08:40
119.2
27
1
19-May-04
11:09:00
123
27
1
19-May-04
11:09:20
122.8
27

19-May-04
11:09:40
119.7
27.1
1
19-May-04
11:10:00
122.5
27.1

19-May-04
11:10:20
124.3
27.1
1
19-May-04
11:10:40
125.4
27.1
1
19-May-04
11:11:00
125.2
27.2
1
19-May-04
11:11:20
130.7
27.1
1
19-May-04
11:11:40
132.7
27.1
1
Averages

117.1005464


20-May-04
8:52:00
103.7
23.7
1.001
20-May-04
8:52:20
102.6
23.7
1.001
20-May-04
8:52:40
105.8
23.7
1.001
20-May-04
8:53:00
106.4
23.7
1.001
20-May-04
8:53:20
104.5
23.7
1.001
20-May-04
8:53:40
107.1
23.7
1.001
20-May-04
8:54:00
109.5
23.7
1.001
20-May-04
8:54:20
106.1
23.7
1.001
20-May-04
8:54:40
103.8
23.7
1.001
20-May-04
8:55:00
102.9
23.8
1.001
20-May-04
8:55:20
102
23.8
1.001
20-May-04
8:55:40
101.8
23.8
1.001
20-May-04
8:56:00
100
23.8
1.001
20-May-04
8:56:20
97.5
23.9
1.001
20-May-04
8:56:40
94
23.9
1.001
20-May-04
8:57:00
89.8
23.9
1.001
20-May-04
8:57:20
91.7
23.9
1.001
20-May-04
8:57:40
91.4
23.9
1.001
20-May-04
8:58:00
94.2
23.9
1.001
20-May-04
8:58:20
95.1
23.9
1.001
20-May-04
8:58:40
95.2
23.9
1.001
20-May-04
8:59:00
96.7
23.9
1.001
20-May-04
8:59:20
94.9
23.9
1.001
20-May-04
8:59:40
97
23.9
1.001
20-May-04
9:00:00
94.7
23.9
1.001
20-May-04
9:00:20
93.9
23.9
1.001
20-May-04
9:00:40
94.8
23.9
1.001
Start @1106
Stop Run # 2
Start Run #3
RMC Baghouse TEOM Data
148
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg.C
Atm.
20-May-04
9:01:00
97.4
23.9
1.001
20-May-04
9:01:20
95.6
23.9
1.001
20-May-04
9:01:40
95.5
23.9
1.001
20-May-04
9:02:00
92.6
23.9
1.001
20-May-04
9:02:20
90.3
23.9
1.001
20-May-04
9:02:40
89.5
23.9
1.001
20-May-04
9:03:00
88.5
23.8
1.001
20-May-04
9:03:20
89.3
23.8
1.001
20-May-04
9:03:40
86.3
23.8
1.001
20-May-04
9:04:00
83.9
23.8
1.001
20-May-04
9:04:20
85.5
23.8
1.001
20-May-04
9:04:40
89.5
23.8
1.001
20-May-04
9:05:00
88.8
23.9
1.001
20-May-04
9:05:20
87.1
23.9
1.001
20-May-04
9:05:40
86.8
24
1.001
20-May-04
9:06:00
86.3
24
1.001
20-May-04
9:06:20
86
24
1.001
20-May-04
9:06:40
86.6
24
1.001
20-May-04
9:07:00
84.5
24.1
1.001
20-May-04
9:07:20
85.5
24.1
1.001
20-May-04
9:07:40
86.8
24.1
1.001
20-May-04
9:08:00
88.7
24.1
1.001
20-May-04
9:08:20
88.5
24.1
1.001
20-May-04
9:08:40
90.3
24.2
1.001
20-May-04
9:09:00
90.5
24.2
1.001
20-May-04
9:09:20
90.2
24.3
1.001
20-May-04
9:09:40
92
24.3
1.001
20-May-04
9:10:00
93.2
24.3
1.001
20-May-04
9:10:20
93.7
24.3
1.001
20-May-04
9:10:40
93.7
24.2
1.001
20-May-04
9:11:00
92.4
24.2
1.001
20-May-04
9:11:20
94.2
24.3
1.001
20-May-04
9:11:40
93.5
24.3
1.001
20-May-04
9:12:00
92.9
24.3
1.001
20-May-04
9:12:20
93.1
24.4
1.001
20-May-04
9:12:40
91.9
24.4
1.001
20-May-04
9:13:00
91.4
24.4
1.001
20-May-04
9:13:20
91.4
24.4
1.001
20-May-04
9:13:40
91.2
24.4
1.001
20-May-04
9:14:00
91.8
24.4
1.001
20-May-04
9:14:20
92.9
24.4
1.001
20-May-04
9:14:40
92.8
24.4
1.001
20-May-04
9:15:00
91
24.4
1.001
20-May-04
9:15:20
90
24.4
1.001
20-May-04
9:15:40
90.5
24.4
1.001
20-May-04
9:16:00
91.9
24.3
1.001
20-May-04
9:16:20
91.5
24.3
1.001
20-May-04
9:16:40
90.2
24.3
1.001
20-May-04
9:17:00
92.9
24.3
1.001
20-May-04
9:17:20
92.8
24.3
1.001
RMC Baghouse TEOM Data
149
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
20-May-Q4
9:17:40
89.9
24.3
1.001
20-May-04
9:18:00
89.2
24.4
1.001
20-May-Q4
9:18:20
88.2
24.4
1.001
20-May-04
9:18:40
87.8
24.5
1.001
20-May-04
9:19:00
86.4
24.5
1.001
20-May-04
9:19:20
87
24.6
1.001
20-May-04
9:19:40
86.9
24.6
1.001
20-May-04
9:20:00
86.2
24.7
1.001
20-May-04
9:20:20
85
24.7
1.001
20-May-04
9:20:40
83.5
24.7
1.001
20-May-04
9:21:00
82.8
24.7
1.001
20-May-04
9:21:20
82.4
24.6
1.001
20-May-04
9:21:40
80.8
24.6
1.001
20-May-04
9:22:00
80.4
24.6
1.001
20-May-04
9:22:20
77.9
24.7
1.001
20-May-04
9:22:40
76.9
24.7
1.001
20-May-04
9:23:00
77
24.8
1.001
20-May-04
9:23:20
77
24.8
1.001
20-May-04
9:23:40
78.3
24.8
1.001
20-May-04
9:24:00
78.2
24.9
1.001
20-May-04
9:24:20
79
24.9
1.001
20-May-04
9:24:40
80.8
25
1.001
20-May-04
9:25:00
80.5
25
1.001
20-May-04
9:25:20
81.3
25
1.001
2G-May-04
9:25:40
83.4
25
1.001
20-May-04
9:26:00
84.3
25
1.001
20-May-04
9:26:20
87
25
1.001
20-May-04
9:26:40
90.3
25
1.001
20-May-04
9:27:00
90.8
25
1.001
20-May-04
9:27:20
89.5
24.9
1.001
20-May-04
9:27:40
90.5
24.9
1.001
20-May-04
9:28:00
93.4
24.9
1.001
20-May-04
9:28:20
93.9
25
1.001
20-May-04
9:28:40
95.1
25
1.001
20-May-04
9:29:00
96.7
25
1.001
20-May-04
9:29:20
96.8
25
1.001
20-May-04
9:29:40
93.8
25.1
1.001
20-May-04
9:30:00
93,6
25.1
1.001
20-May-04
9:30:20
93.4
25.2
1.001
20-May-04
9:30:40
91.5
25.2
1.001
20-May-04
9:31:00
92.7
25.2
1.001
20-May-04
9:31:20
94.1
25.2
1.001
20-May-04
9:31:40
94.4
25.1
1.001
20-May-04
9:32:00
96.2
25.1
1.001
20-May-04
9:32:20
96.5
25
1.001
20-May-04
9:32:40
94.2
25
1.001
20-May-04
9:33:00
94.3
25.1
1.001
2Q-May-04
9:33:20
91
25.1
1.001
20-May-04
9:33:40
88
25.1
1.001
20-May-04
9:34:00
87.2
25.1
1.001
RMC Baghouse TEOM Data
150
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg. C
Atm.
20-May-04
9:34:20
88.4
25.1
1.001
2Q-May-04
9:34:40
87.5
25.1
1.001
20-May-04
9:35:00
84.7
25.1
1.001
20-May-04
9:35:20
83.8
25.1
1.001
20-May-04
9:35:40
84.2
25
1.001
20-May-04
9:36:00
86.3
25
1.001
20-May-04
9:36:20
85.4
25
1.001
20-May-04
9:36:40
84.4
25.1
1.001
20-May-04
9:37:00
83.8
25.1
1.001
20-May-04
9:37:20
84.4
25.2
1.001
20-May-04
9:37:40
83.4
25.2
1.001
20-May-04
9:38:00
87.3
25.3
1.001
20-May-04
9:38:20
87.3
25.3
1.001
20-May-04
9:38:40
87.3
25.4
1.001
20-May-04
9:39:00
89
25.4
1.001
20-May-04
9:39:20
87.9
25.5
1.001
20-May-04
9:39:40
90.1
25.5
1.001
20-May-04
9:40:00
91.8
25.5
1.001
20-May-04
9:40:20
92.6
25.5
1.001
20-May-04
9:40:40
91.6
25.5
1.001
20-May-04
9:41:00
89.2
25.4
1.001
20-May-04
9:41:20
90.1
25.5
1.001
20-May-04
9:41:40
88.5
25.5
1.001
20-May-04
9:42:00
86.5
25.5
1.001
20-May-04
9:42:20
84.9
25.5
1.001
20-May-04
9:42:40
84
25.6
1.001
20-May-04
9:43:00
83.1
25.6
1,001
20-May-04
9:43:20
81.9
25.6
1.001
20-May-04
9:43:40
80.2
25.6
1.001
20-May-04
9:44:00
81.5
25.7
1.001
20-May-04
9:44:20
84.3
25.7
1.001
20-May-04
9:44:40
85.6
25.7
1.001
20-May-04
9:45:00
86.2
25.7
1.001
20-May-04
9:45:20
84.5
25.7
1.001
20-May-04
9:45:40
83.2
25.6
1.001
20-May-04
9:46:00
84.5
25.6
1.001
20-May-04
9:46:20
88
25.6
1.001
20-May-04
9:46:40
90.1
25.6
1.001
20-May-04
9:47:00
91
25.7
1.001
20-May-04
9:47:20
90.8
25.7
1.001
20-May-04
9:47:40
91.2
25.7
1.001
20-May-04
9:48:00
94
25.7
1.001
20-May-04
9:48:20
93.9
25.7
1.001
20-May-04
9:48:40
93.6
25.7
1.001
20-May-04
9:49:00
92.9
25.7
1.001
20-May-04
9:49:20
92.9
25.8
1.001
20-May-04
9:49:40
92.2
25.8
1.001
20-May-04
9:50:00
92
25.9
1.001
20-May-04
9:50:20
93.5
25.9
1.001
20-May-04
9:50:40
95
26
1.001
RMC Baghouse TEOM Data
151
-------
Date
Time
PM10 Mass
Amb Temp,
Amb Pres,
Cone. Ug/mA3
Deg.C
Atm.
20-May-04
9:51:00
95.2
26
1.001
20-May-04
9:51:20
97.5
26.1
1.001
20-May-04
9:51:40
98.5
26.1
1.001
20-May-04
9:52:00
97.9
26.2
1.001
20-May-04
9:52:20
96.5
26.2
1.001
20-May-04
9:52:40
94.6
26.3
1.001
Averages

90.4
24.7
1.001
RMC Baghouse TEOM Data
152
-------
APPENDIX B
FIELD DATA SHEETS
-------
APPENDIX B1
RMCC TRUCK MIX
FIELD DATASHEETS
-------
Method 1 - Air Control Techniques, P.C.
Date
re-o5---------
•• PRE&MlNAR^iNFQRMATiQNh*»-*• v . ¦:> ;
Plant Name
fctADV /Yll
Date
(2-0&-03
City. State
U)At€.fr£BST.^C
Project #
Ql~l
Personnel
rrfi jDls ,55'H-
Pitot Identification

Test Location fnA'
0 A4 f4oU5<^L XKjutrr
Pitot Coefficient (Cp)
0.84
' "^-ruStackfJ3imensiorv^8&^$:
riKjssesa?.-aMi.vv.-isiaww'* .*-v^
Diameter of Stack (0)
14"
in
Barometric Pressure (Pb) I ~2J\
in Hg
Width of Stack (W)
k) A
in
Static Pressure (Pg) J ~~3.3 tD
in H2O
Area of Stack (As)
l«o1o^
ft2
Absolute Stack Pressure (Ps) | Xtf.CC
in Hg


Carbon Dioxide (%C02>
Q (Moisture Content (Bws)
r>.3o
%
Oxygen (%Oz)
UO f\ Dry Molecular Weight (Md)
2?.
Ib/lb-mole
Nitrogen Concentration (%N2)
""| °i. \ (Wet Molecular Weight (Ms)
2,r«
Ib/lb-mole
Start
End


Pitot Tube Leak Checks
A
B
Port
Point
Angle,0
Ap, in H2O
Temp. ®F
ft/sec
* A
k
~2-
1 ZD
•z-<8
<57.

$
-2-
12-y
2.0
co.&f?

M
O:
11 0

£-£.


Average Stack Gas Velocity (ft/sec)
rl.oc,

Actual Cubic Feet per minute (ACFM)
Dry Standard Cubic Feet per Minute (DSCFM)
3. 
-------
Combined Cyclone PM10 & PM2.5 Run Data Sheet

Run ID
UF'l-FM/O/z.s -1
Condition

Plant Name
City
State
Source Number
Sampling Location
Test Personnel
fteeefy fl'Xerf
k/*k* Forest
N.O
ft Or/flw*
Tfg PL*
Date
Start
Stop
I Z/$/rz5
*>iol
ZsH
Hof
Meterbox ID
AH§
Gamma, y
Nozzle ID
Nozzle Diameter)#
Orsat/Fyrite
e>ja
i-r.zs



Filter ID Tare
tkrtooi



PRELIMINARY CHECKS AND DAI
Actual
Full Train Pretest Leak Check, ACFM
Partial Train Posttest Leak Check, ACFM
Req'd
Vacuum
Os0C>O
<0.02 or 4%
15
O'OOO
r.6
r.o
(Remove cyclone sampling head before posttest leak check. Keep cyclone
head upright prior to recovery.) Do not leak check during port changes.
	A	B
Pitot Tube Pretest Leak Check
Pitot Tube Posttest Leak Check


C
c
Barometric Pressure, In.,Hg. 2^-^
Static Pressure, In. W.C. -s.3
ACTUAL MOi
STURE & GAS COMPOSITION M
Water Recovered, grams
C02 %
02%
g.t
Moisture, %
Md_run
Mw_run
0,3 of
0.0

X(P-f
2 sr >
Sampling Information
QA Checks
Port
Point
Dwell
Time,
(Min.)
Elapsed
Time,
h:m:s
Meter
Volume
(ft3)
9P
(In. H20)
Meter
Temp. (°F)
Stack
Temp.,
(T)
Sample
Train Vac.
(in. Hg)
Impinger
Exit Gas
Temp., (°F)
"?H
(in. H20)
Target ¦JH
(in.H20)
% ISO
Run Cummulative Dsas,
microns
PM10 PM2.s

/
2>. *+

flOAir
, ».JZ
0-_?£
0.17




t

1 r£> 4*
I'e3.U
I-OS-
4*
4-o
/.r
+X

O.JT




f
11 fl
1.'2*; to
fit B.C.*
LI O
4T3L
U
f,r

O. 3f
0. 07





i*.9f
/; * ? •.
10lT.f9
J /(3 2,
<1
43
1  • 3 1







/ojaSt





















































































Total Run Time



Total Volt
ime, ACF

55,1




Averages
'• t*ci
47.Z





|Run| U.Cfl I

in. H20
°F
°F
in H20
% microns
-------
Combined Cyclone PM10 & PM2.5 Run Data Sheet
Plant Name!
City h Perm
State | H -C >
Source Number
Sampling Location
Test Personnel
Meterbox ID
AH@
Gamma, y
Nozzle ID
Nozzle Diameter
Orsat/Fyrite
Tsfpf


Date
Start
Stop


/f/2

/-S~5*
I-'*"
ilMd.

Fy+tb*
Filter ID Tare
Qr iooi



3M
Run ID
UF-T- M/oA* - Z
Condition
		 ..
PRELIMINARY CHECKS AND DATA
Actual
Full Train Pretest Leak Check, ACFM
Partial Train Posttest Leak Check, ACFM
Req'd
Vacuum
6*0Og
<0.02 or 4%
15


4-0
(Remove cyclone sampling head before posttest leak check. Keep cyclone
head upright prior to recovery.) Do not leak check during port changes.
A	B
Pitot Tube Pretest Leak Check y
Pitot Tube Posttest Leak Check 7
Barometric Pressure, ln.,Hg.[ 2f. 9
Static Pressure, In. W.C. - 5.3
ACTUAL MOl
STURE & GAS COMPOSITION
Water Recovered, grams
C02 %
02%

Moisture, %
Md_run
Mw_run
1.-2.3£
o. &

10. 9
2. ftST$


Sampling Information
QA Chocks
Port
Point
Dwell
Time,
(Min.)
Elapsed
Time,
h:m:s
Meter
Volume
(ft3)
¦?p
(In. H20)
Meter
Temp. (°F)
Stack
Temp.,
(°F)
Sample
Train Vac.
(in. Hg)
Impinger
Exit Gas
Temp., (°F)
(in. H20)
Target
(in.H20)
% Iso
Run Cummulative Dsos,
microns
PM10 PM2,s
A
/
2C,97
t?
zs.s-**
/. ¦*>&
C9

/. O
fda
0, If,
0.




2
(f.tr

53.$*)
L If)
ID
+6
/- O

ft • .*? C
8.4.1




S
Zo,//
4t>: n
4Q.fi>?
/• 1 n

47
1.0
47
P.3£





b

i:/r.+3
&:s/
It/D
Ct
4*
!' ^
ft
0.3C
a. as)




C>
IS '9/

Q 2 • ^2-
I'OfT
C +
H
AO

0.3a
O.fl







C?.36r





















































































Total Run Time



Total Volt
jme, ACF






Averages
i>fni

ft.f

0 J&0


|Run| fC.m

in. H20
or*
op
in H20
% microns
G1
00
-------
4-75 U~t~~
Combined Cyclone PM10 & PM2.5 Run Data Sheet
(4/f-T-£ty-" 3
IDEA
Plant Name
City
State
Source Number
Sampling Location
Test Personnel
Meterbox ID
AH @
Gamma, y
Nozzle ID
Nozzle Diameter
:ATIOt
&e*t/y M:x » /	
freras"6-
C
** *» T*/.t

Date
Start
Stop
\/?/r>a
J2±£JL
jno ?

Orsat/Fy rite

ho 34-
mn* I
S./14-
Filter ID Tare
Orxoo.'f



Run ID
Uf-r-fMtS/z.g- -3
Condition

PRELIMINARY CHECKS AND DATA
Actual
Full Train Pretest Leak Check, ACFM
Partial Train Posttest Leak Check, ACFM
Req'd
Vacuum
er. t
<0.02 or 4%
15
f)*oo 0

A
(Remove cyclone sampling head before posttest leak check. Keep cyclone
head upright prior to recovery.) Do not leak check during port changes.
A	B
Pitot Tube Pretest Leak Check
Pitot Tube Posttest Leak Check
7
c
f
c
Barometric Pressure, In.,Hg. % 9. C
Static Pressure, In. W.C.

St*ppe*
for
!/**¦&o ft
fre&fe.t
Of of
RefOtMi
Of/I
ACTUAL MOi
STURE & GAS COMPOSITION
Water Recovered, grams
C02 %
02%
9 , /
Moisture, %
Md_run
Mw_run
O.Of£>


1.0.1



Sampling Information
QA Checks
Port
Point
Dwell
Time,
(Min.)
Elapsed
Time,
h:m:s
Meter
Volume
(ft3)
hp
(In. HjO)
Meter
Temp. (°F)
Stack
Temp.,
fF)
Sample
Train Vac.
(in, Hg)
Impinger
Exit Gas
Temp., (°F)
(in. H20)
Target «»H
(in.H20)
% Iso
Run Cummulative Dsos,
microns
PM« PMj.s
A
/
2WK
T>
CfsSbo
h 4- a
£ t

l .n
3t>
0-3&
0.XJ




2
2Q.33
Zilf7
n.si-
/¦
37
Jo
I, a
3 1
0.3C
0. 3f




*
20.3a
44:t7
tr. 5f
' h In
4-1

(t &
3%
&-%C,
d>.Z9




f


91. IL
/,/©
4.6
33
/. o
33
O. 3 6
A




f
/ft?
r-z+:o*
fi.
-------
Method 4 - Air Control Techniques, P.C.
Date
|Z-65lo3
Facility Information
Client
City, State
E

/f\) f- ,
/JO
Job#
Condition
fill
HSHix
Sampling Information
Run Number
Sampling Date
Recovery Date
Personnel



\7.<-o€-c3
l2-cte-o3

L2^c&*o3


TT$
Balance Number
Balance Type
Balance Level
Recovery Area
\l\tcO

^3
LAj3
Location Moisture Data
Run Numberl^r-^-ftM-l	u)f-T-
impinger#1 ^tLT£^ QX\ool ^I\663 ^,*5
Contents -
Final Weight, grams/mis
Initial Weight, grams/mis
Condensed Water, grams
Impinger # 2
Conents -
Final Weight, grams/mis
Initial Weight, grams/mis
Condensed Water, grams
Impiner # 3
Contents -
Final Weight, grams/mis
Initial Weight, grams/mis
Condensed Water, grams
Silica Gel
Final Weight, grams
Initial Weight, grams
Adsorbed Water, grams
A \ ^»is?

Un-o


foznn
-20
M

6-VH.1
(p-m -u>

tr\ rr-o
Ln^.\
un.b
- o.s



iocr\.€
(qcn.<
6>o4-3

ben-6
O'O

n.o
b&LA

foin-br]

Win.

3:57. \
<8k3n

	\Mp	

Total Water, grams
T7T
M
"S~X
Vm(std) = Volume of gas sampled at standard conditions (dscf)
Vm(std) = ((Gamma * 17.64 * Vm * (Pbar + (A H /13.6))) / (Tm + 460)
Vwc(std) = volume of water vapor at standard conditions (scf)
Vwc(std) = (0.04715) * (weight of water collected (g))
Bws = Mole fraction of water vapor
Bws = Vwc(std) / (Vm(std) + Vwc(std))
Percent Moisture = 100 * Bws
-------
Plant	RMCC
City	Wake Forest
State	N.C.
Sampling Location	Baghouse Inlet
PARAMETER
NOMENCLATURE
WF-T-IN-PRE4-1
WF-T-IN-PRE4-2
WF-T-IN-PRE4-3

Date

12/8/2003
12/8/2003
12/9/2003

Run Time
Theta
122.86
117.79
124.42

Nozzle Diameter
inches
0.135
0.135
0.135

Pitot Tube Coefficient
Cp
0.84
0.84
0.84

Meter Calibration Factor
Y
1.0250
1.0250
1.0250

Barometric Pressure, inches Hg
Bp - in Hg
29.90
29.90
29.60

Meter Box Pressure Differential
AH - in. H20
0.36
0.36
0.36

Volume of Gas Sampled
Vm - cu. ft.
44.657
43.868
43.750

Dry Gas Meter Temperature
Tm - °F
47.2
67.7
43.0

Volume of Gas Sampled, Dry
Vmstd - cu. ft.
47.664
45.003
46.611

Liquid Collected
ml
3.1
18.4
0.1

Volume of Water Vapor
Vwstd - cu. ft.
0.146
0.866
0.005

Moisture Content
%H20
0.305
1.89
0.01

Saturation Moisture
%h2o
0.8
0.9
0.7

Dry Mole Fraction
Mfd
0.997
0.991
1.000

Carbon Dioxide
%co2
0
0
0

Oxygen
%02
20.9
20.9
20.9

Carbon Monoxide
%CO
0
0
0

Nitrogen
%n2
79.1
79.1
79.1

">s Molecular Weight, Dry
Md
28.836
28.84
28.84

10 Particulate Catch
Milligrams
201.2
257.7
1751.3

PM10 Particulate Catch
Milligrams
90.6
90.0
1016.9

PM>2.5<10 Catch
Milligrams
79.4
81.4
864.1

PM2.5 Patriculate Catch
Milligrams
11.2
8.6
152.8

Total Arsenic Catch
Micrograms
11.16
11.65
184.70

PM >10 Arsenic Catch
Micrograms
4.93
5.05
67.70

PM10 Arsenic Catch
Micrograms
6.23
6.60
117.00

Concrete Production During Test
Cubic Yards / Test
75
23
54

Concrete Production During Test
Tons /Test
142.6
39.8
103.9
Average
Concrete Production Rate
Tons/Hour
69.6
20.3
50.1
46.7
PM10 Arsenic Concentration
ug/mg
0.0688
0.0733
0.1151
0.0857
TSP Arsenic Concentraion
ug/mg
0.0382
0.0335
0.0667
0.0462
-------
Plant
City
State
Sampling Location
Total Particulate Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
Total Arsenic Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
PM10 Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
PM10 Arsenic Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
PM>2.53162-PM2.5
0.09448
3.24971
0.04666
0.000004
0.000124
0.000002
0.02933
1.00899
0.01449
0.000002
0.000069
0.000001
0.02571
0.88426
0.01270
0.00363
0.12473
0.00179
10.91
173.13
0.37
3170
1.06
2.30
2.30
0.11923
3.99907
0.19726
0.000004
0.000134
0.000007
0.03086
1.03514
0.05106
0.000002
0.000076
0.000004
0.02791
0.93622
0.04618
0.00295
0.09891
0.00488
10.86
172.48
0.37
3177
1.05
2.30
2.30
0.91652
32.15622
0.64181
0.000061
0.002146
0.000043
0.33669
11.81261
0.23577
0.000039
0.001359
0.000027
0.28610
10.03764
0.20034
0.05059
1.77497
0.03543
11.16
172.20
0.36
3072
1.06
2.39
2.36
0.37674
13.13500
0.29524
0.000023
0.000801
0.000017
0.13229
4.61891
0.10044
0.000014
0.000501
0.000011
0.113239
3.952707
0.086406
0.01906
0.66620
0.01403
10.98
172.60
0.37
3140
1.06
2.33
2.32
-------
Method 1 - Air Control Techniques, P.C.
Date

Client
Job#
Plant Name
State
City
Sampling Location
KtJAOSi *££>

Note: If more than 8 and 2 diamtdiera and if duct dla.
Is less than 24* use 8 or 8 points.
Diameters


\N\\%£,&
Llr '

Velocity UP Down Particulate
IIIAXf Pofe59f

12 8 2 12
nrrbErT

12 7 1.75 12



12 6 1.5 16

16 5 1.25 20


16 2 0.5 24 or 25
No. of Ports Available
No. of Ports Used
Port Inside Diameter, inches
Distance From Far Wall To Outside Of Port, Inches
Nipple Length And/Or Walt Thickness, Inches
Depth Of Stack Or Duct, Inches
Stack Or Duct Width (if rectangular), Inches
Equiv. Diameter * 2DW/(D+W), Inches
Stack/Duct Area, Square Inches








Lotion of Points in Circular Stacks or Ducts
4

4
( 6
B
10
12
14
16
18
20
22
24


1
6.7
4-4
3.2
2.6
2.1
1.8
1.6
1.4
1.3
1.1
1.1
lk

2
25.0
14,8
10.6
8.2
8,7
5.7
4.9
4.4
3.9
3.5
3,2
\A

3
75.0
29.6
19.4
14.6
11.8
9.9
6.5
7.5
8.7
6.0
6.5


4
§3.3
70,4
32,3
22.8
17.7
14.8
12.5
10.9
9.7
8,7
7.9



S

85.4
67.7
34.2
25.0
20.1
16.9
14.6
12.9
11.6
10.5



6
95,6
80.8
65.8
35.6
26.9
22.0
18.8
16.8
14.6
13.2
(nxR2 orLxW)


7

89.5
77.4
64.4
38.8
28.3
23.6
28.4
18.0
18,1

Upstream Downstream
S
96.8
85.4
75.0
63.4
37.5
29.8
2S.0
21,8
19.4
Distance to Flow Disturbances
Diameters
H
SI


9

91.8
82.3
73.1
62.5
36.2
30.8
26.2
23.0

v
.c

10
97.4
88.2
79.9
71.7
61.8
38.8
31.5
27.2

11

93.3
85.4
78.0
70.4
61.2
39.3
32.3


12
97.9
90,1
83.1
78.4
69.4
60.7
39.8
Point Location Data

13

94.3
87,6
81.2
75.0
88.5
60.2

% of Duct
Depth
Distance From
Inside Wall
Distance From
Outside of Port

14
98.2
91.5
85.4
79.6
73.6
67.7
Point
18

95.1
89.1
83.5
78.2
72.8
1
uA
O 'n\k>
b
H

16
98.4
92.5
87.1
82.0
77.0
2
l4-Lq
"2-.04H

8"

17

95.6
90.3
85.4
80.6
3
L

LU
U1'

18
98.6
93.3
88.4
83.9
4



10**

IS

96.1
91.3
86.8
5


11 -9s"L>

20
98.7
94,0
89-5
6

(^.3

21

96.5
92.1
7




22
96.9
94.5
8



23

96.8
9




24
98.9
10





11




12





Location of Points in Rectan
gular Stacks or Ducts
13




2
3
4
5
6
7
8
9
10
11
12
14



1
25
16.7
12.5
10.0
8.3
7.1
6.3
5.6
5.0
4.5
4.2
15




2
75
50
37.5
30.0
25
21.4
18.8
18.7
154)
13.6
12.5
16



3

83.3
62.5
50.0
41,7
35.7
31.3
27.8
25.0
22.7
20.8
17



4

87.5
70.0
58.3
SO
43.8
28.9
35.0
31.8
29,2
18



5

90.0
75
64.3
56.3
50
45.0
40.9
37.5
19



6

91.7
78.8
68.8
61.1
55.0
50
45.8
20




7

92.9
81-3
72.2
65,0
59.1
54.2
2t




a

93.8
83.3
75.0
68.2
62.5
22




9

94.4
86.0
77.3
70.8
23





10

95.0
86.4
79.2
24




11

95.5
67.5
25




12


95.8
0.0000-0.0625 - 0
0.0625-0.1875 -1/8
0.1875-0.3125 -1/4
0.3125-0.4375 - 3/8
0.4375-0.5625 -1/2
0.5625-0.6875 - 5/8
0.6875-0.8125 - 3/4
0.8125-0.9375 - 7/8
0.9375-1.0000-1
-------

PBElIllVIIN&B*INFORMATIQN~
Plant Name
mt a
Date
l2--n«-o3
City, State
tiUi^^og£5'r ,rOc
Project #
nn
Personnel
TT.fe i-PLs t jjff
¦fW, l£u4'AMfcr
Pitot Identification
T T-
Test Location
Pitot Coefficient (Cp)
-1
'm
0.84
StackDlmenslonsm
•••..* :v.-	'• *

mm


II®*
Diameter of Stack (P)
J!
in
Barometric Pressure (Pb)

in Hg
Width of Stack (W)
tO -A
tn
Static Pressure (Pg)
-VO-8H in HaO
Area of Stack (As)
Qb0!
Absolute Stack Pressure (Ps)
Cf StackGasComposition *\A |
w] in Hg
sr~

Carbon Dioxide (%CQz)
Moisture Content (Bws)
£13.
%
Oxygen (%02)
Dry Molecular Weight (Md)
•Z-'S-'SH
Ib/lb-mole
Nitrogen Concentration (%Na)
1^-1
Wet Molecular Weight (Ms)
Ib/lb-mole
Start
End
XSSSM
mmmmmmmmnm
Pitot Tube Leak Checks
Port
21
Point
O
L
"2-
Average Angle, Degrees
Angle,

¦	HI	,
W-
6--b3>
Average Velocity Pressure
Ap, in HzO
130
•z. I O
-Is •
o
1 5,
Temp, F
¦mhb4m

O
m.


ft/sec
1-553
-2^
Average Gas Temperature (°F)
Average Stack Gas Velocity (ft/sec)
Actual Cubic Feet per minute (ACFM)
Dry Standard Cubic Feet per Minute (DSCFM)



o&A
ULj'
lcl.50
H3\1
HUwi- >
-------
Combined Cyclone PM10 & PM2.5 Run Data Sheet
IDENTI
Plant Name
City
State
l

e.on^
Source Number
Sampling Location
Test Personnel
Meterbox ID
A H @
Gamma, y
Nozzle ID
Nozzle Diameter
Orsat/Fyrite
I
^2155
M
I-D6'
. I3M
Ej&i
US
Filter ID Tare
Qrr iod2



Run ID
UJ Out- Pi?* <4-"\
Condition

PRELIMINARY CHECKS AND DATA
Actual
Full Train Pretest Leak Check, ACFM
Partial Train Posttest Leak Check, ACFM
Req'd
Vacuum
.0 oO
< 0.02 or 4%
15
*00©

1
(Remove cyclone sampling head before posttest leak check. Keep cyclone
head upright prior to recovery.) Do not leak check during port changes.
A	B
Pitot Tube Pretest Leak Check gVsofXLla*
Pitot Tube Posttest Leak Check

£co&CLS,(
Barometric Pressure, ln.,Hg.| *2,^	Static Pressure, In. W.C. l~fr*Q * So
ACTUAL MOl
STURE & GAS COMPOSITION |
Water Recovered, grams
C02 %
02%

Moisture, %
Md_run
Mwjun
c/i\ 2-
O
irbM


Sampling Information
CD
OT-
Port
31
Point
H
Dwell
Time,
(Min.)
Elapsed
Time,
h:m:s
Meter
Volume
(ft3)
qi&Qs2^~05"
¦?p
(In. H20)
Meter
Temp. (°F)
HE
Stack
Temp.,
(°F)
Sample
Train Vac.
(in. Hg)
Impinger
Exit Gas
Temp., (°F)
(in. HjO)
Target 
-------
Combined Cyclone PM10 & PM2.5 Run Data Sheet
IDENTIFIC/
INFC
Plant Name
City
State
Source Number
Sampling Location
Test Personnel
Meterbox ID
AH @
Gamma, y
Nozzle ID
Nozzle Diameter
Orsat/Fyrite
lr=rj.
jO

UMife. tfr6£jzs-r
Date
,fefo^nOS£Qmn Start
hr&.Ois .ssn stop
iZ-CB-03
\z\*
HPT

¦0O3
^|5M


Filter ID Tare
or icefA



Run ID
til
Condition

PRELIMINARY CHECKS AND DATA
Full Train Pretest Leak Check, ACFM
Partial Train Posttest Leak Check, ACFM
iCftO
< 0.02 or 4%
15
3.0

(o5\
o

IjoH
7J&-(q(o
Sampling Information
QA Checks
Port
Point
Dwell
Time,
(Min.)
Elapsed
Time,
h:m:s
Meter
Volume
(ft3)
¦»p
(In. H20)
Meter
Temp. (°F)
Stack
Temp.,
(•F)
Sample
Train Vac.
(in. Hg)
Impinger
Exit Gas
Temp., (°F)
-*H
(in. H20)
Target $H
(in.H20)
% iso
Run Cummulative Dsos,
microns
PM10 PM2j
A
Iff

o

Z.Z.O


t
45"
n\tt
o<44





2Z.o$

z?
q-uqsR

Lr\

\
M3

o.44




4
Z-IV]

X

2-3n
(o<\
=5"o
I
45"
o.m





5

I'cCs'cM

nS
ln<\
50
I
i4~1
O-MT
o-H5




Z-
mz®
r-24'-3H

1.55
Lk
0"!
i
6\
O-Hl-
aH5"




\

r-HH-5Z

1.6^
fcl
52-
\
52*
on
evM4





























































































Total Run Time
v.6^5


Total Voli
ime, ACF
HlfiSW





Averages
18523
W.r-[
Sb'l/1

o.m

<&T ln-13 7. -lU
|Run bp-T-ou^fttsol
in. H20
°F
°F
in H20
-------
Combined Cyclone PM10 & PM2.5 Run Data Sheet
Plant Name I fX) jYU
City! U)*Y£'
State [_ fOC*
Source Number
Sampling Location
Test Personnel
Curler
Tfl

Date
Start
Stop
I 2-Q^-o;
ens 3
m.18
Meterbox ID
A H @
Gamma, y
Nozzle ID
Nozzle Diameter
Orsat/Fyrite
ncnx-3
m
l-QO^
!Md_
Q-15M
^Hi-
Filter ID Tare
OcTlCtito



Run ID

Condition

PRELIMINARY CHECKS AND DATt
Full Train Pretest Leak Check, ACFM
Partial Train Posttest Leak Check, ACFM
iQOO
<0.02 or 4%
15
M

Cn>
(Remove cyclone sampling head before posttest leak check. Keep cyclone
head upright prior to recovery.) Do not leak check during port changes.
	A	B
Pitot Tube Pretest Leak Check
Pitot Tube Posttest Leak Check
ficoo e.T
e-x-x-.i: S. o''br~eQg.i,'
Barometric Pressure, ln.,Hg.| 7	Static Pressure, In. W.C. 4- n-ffO
ACTUAL MOI
STURE & GAS COMPOSITION \
Water Recovered, grams
C02 %
o2%
c>r-i
Moisture, %
Md_run
Mw_run



"Zoq

Sampling Information
QA Checks
Port
Point
Dwell
Time,
(Min.)
Elapsed
Time,
h:m:s
Meter
Volume
(ft3)

"ZP
1







5
23-^2.
Zf.sS'
"LO.51
"L.u<
53

1
'60

o-Hlc?






HT-S"l

Z.5 ^
5<&
3H
\
2)5
oL

^•41







3^-10



t
*-T
o-L
8
£>41




"Z
it>U

HI-08
l.\5-
(p I

I

g.m
P>
o.4b




\

r^n:oM
wn
I-06"


\
3S
O-HS
r\4fc?






2-bl :©i






i£vH^5















































































Total Run Time
i-gI-.q-


Total Voli
jme, ACF
4-lMoL





Averaged
nifclb



0.4 ©

R2M 10-9H
(Run luftan.fenl-3
in. H20
°F
°F
in H20
% microns

-------
Method 4 - Air Control Techniques, P.C.
Date \ Z-o3~-q3
Facility Information
Client
City, State
Mi k
Job#
Condition
9f11
UQauL'^ fofuts-r , AJo
TRUCK WU
1


Sampling Information
Run Number
Sampling Date
Recovery Date
Personnel


^F-7-Cor -fteM
Balance Number
Balance Type
Balance Level
Recovery Area
Mf-iZoo



£>LxA

\Z~a&~z,S

sf tS
-ffR , ^SS+4
L.
Location Moisture Data
Run Number EoMr-aw-fw-1 Uf-1 »om-ftei-"dui f-t- Mt-foTb
Impinger# 1 T1WCC5 £?T \OOZ-	lOO(o
Contents -
Final Weight, grams/mis
Initial Weight, grams/mis
Condensed Water, grams






-T.,1
0.5

Impinger # 2
Conents -
Final Weight, grams/mis
initial Weight, grams/mis
Condensed Water, grams
Impiner # 3
Contents -
Final Weight, grams/mis
Initial Weight, grams/mis
Condensed Water, grams
Silica Gel
Final Weight, grams
Initial Weight, grams
Adsorbed Water, grams


L<\*^
teuton


- 1 ."2-
*> .o
0-&


5%h- 3
59^.3

5*8?). ft
5T?&i 3
o-n
t-6
o-O

?>0\A

"7«4o

5?Ol-l
la A
\lo

Total Water, grams) Z.-\

on
Vm(std) = Volume of gas sampled at standard conditions (dscf)
Vm(std) = ((Gamma * 17.64 * Vm * (Pbar + (A H /13.6))) / (Tm + 460)
Vwc(std) = volume of water vapor at standard conditions (scf)
Vwc(std) = (0.04715) * (weight of water collected (g))
Bws = Mole fraction of water vapor
Bws = Vwc(std) I (Vm(std) + Vwc(std))
Percent Moisture = 100 * Bws
-------
Plant
City
State
Sampling Location
PARAMETER
Date
Run Time
Nozzle Diameter
Pitot Tube Coefficient
Meter Calibration Factor
Barometric Pressure, inches Hg
Meter Box Pressure Differential
Volume of Gas Sampled
Dry Gas Meter Temperature
Volume of Gas Sampled, Dry
Liquid Collected
Volume of Water Vapor
Moisture Content
Saturation Moisture
Dry Mole Fraction
Carbon Dioxide
Oxygen
Carbon Monoxide
Nitrogen
as Molecular Weight, Dry
jS Molecular Weight, Wet
Static Pressure
Stack Pressure
Stack Temperature
Average Velocity Head
Gas Velocity
Stack Area
Volumetric Air Flow, Actual
Volumetric Air Flow, Standard
Isokinetic Sampling Rate
Total Particulate Catch
PM >10 Particulate Catch
PM10 Particulate Catch
PM>2.5<10 Catch
PM2.5 Patriculate Catch
Total Arsenic Catch
PM >10 Arsenic Catch
PM10 Arsenic Catch
Concrete Production During Test
Concrete Production During Test
Concrete Production Rate
RMCC
Wake Forest
N.C.
Baghouse Outlet
NOMENCLATURE WF-T-OUT-PRE4-1 WF-T-OUT-PRE-2 WF-T-OUT-PRE4-3
12/8/2003	12/8/2003	12/9/2003
Theta	131.16	119.91	122.12
inches	0.134	0.134	0.134
Cp	0.84	0.84	0.84
Y	1.0030	1.0030	1.0030
Bp - in Hg	29.90	29.90	29.60
AH - in. H20	0.36	0.47	0.48
Vm-cu.ft.	45.869	46.811	47.406
Tm-°F	61.5	66.7	55.5
Vmstd - cu. ft.	46.590	47.093	48.238
ml	2.1	16.8	0.7
Vwstd - cu. ft.	0.099	0.791	0.033
%H20	0.212	1.65	0.07
%H20	0.9	1.2	0.7
Mfd	0.998	0.988	0.999
%C02	0	0	0
%02	20.9	20.9	20.9
%CO	0	0	0
%N2	79.1	79.1	79.1
Md	28.836	28.84	28.84
Ms	28.813	28.702	28.829
Pg-in. HzO	0.80	0.80	0.80
Ps	29.96	29.96	29.66
Ts - °F	42.0	50.7	34.7
Ap - in H20	1.855	1.852	1.918
vs - ft./sec.	74.59	75.32	75.65
As-sq.ft.	1.069	1.069	1.069
Qaw-ACFM	4,784	4,831	4,852
Qsd-DSCFM	5,028	4,939	5,130
%l	77.1	86.8	84.0
Milligrams	1.5	1.0	1.5
Milligrams	0.0	0.7	0.0
Milligrams	1.5	0.3	1.5
Milligrams	1.5	0.2	1.0
Milligrams	0.0	0.1	0.5
Micrograms	0.0	0.0	0.0
Micrograms	0.0	0.0	0.0
Micrograms	0.0	0.0	0.0
Cubic Yards/Test	75	23	54
Tons /Test	142.6	39.8	103.9
Tons/Hour	65.2	19.9	51.1
-------
Plant
City
State
Sampling Location
Total Particulate Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
PM10 Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
PM>2.53162 - PM2
0.00050
0.02141
0.00033
0.00050
0.02141
0.00033
0.00050
0.02141
0.00033
0.00000
0.00000
0.00000
11.68
174
0
2885
1.05
2.58
2.49
0.00033
0.01387
0.00070
0.00010
0.00416
0.00021
0.00007
0.00277
0.00014
0.00003
0.00139
0.00007
10.73
175
0
3205
1.06
2.25
2.26
0.00048
0.02110
0.00041
0.00048
0.02110
0.00041
0.00032
0.01407
0.00028
0.00016
0.00703
0.00014
10.80
172
0
3236
1.06
2.25
2.27
0.00043
0.01880
0.00048
0.00036
0.01556
0.00032
0.00029
0.01275
0.00025
0.00006
0.00281
0.00007
11.07
173.87
0.37
3108
1.06
2.36
2.34
-------
Type of Mix
Truck
Truck
Truck
Averages
Run Numbers
1
2
3

TEOM Fan ACFM
247
247
246
247
Array 1 Size, SQ FT
100
100
100
100
Array 2 Size, SQ FT
100
100
100
100
Wind Speed Thru Array, MPH
1.1
1.4
1
1.17
Wind Speed Thru Array, FPM
96.8
123.2
88
102.7
ACFM Thru Arrays
19360
24640
17600
20533
Actual Cubic Meters of Gas Thru Arrays per Minute, ACM/M
548
698
498
582
Average PM10 Particulate Concentration, ug/mA3
36.05
130.5
64.6
77.1
Measured PM10 Emissions Thru Array, lb / Hour
0.0026
0.0120
0.0043
0.0063
Calculated TSP Emissions Thru Array, lb / Hour
0.0084
0.0465
0.0116
0.0222
Calculated PM2.5 Emissions Thru Array, lb / Hour
0.0003
0.0012
0.0006
0.0007
Calculated PM>2.5<10 Emissions Thru Array, lb/hour
0.0023
0.0109
0.0036
0.0056
PM10 Emissions, Array + Fabric Filter, Ib/hr
0.0240
0.0162
0.0254
0.0219
TSP Emissions, Array + Fabric Filter, Ib/hr
0.0298
0.0604
0.0327
0.0410
PM2.5 Emissions, Array + Fabric Filter, Ib/hr
0.0003
0.0025
0.0077
0.0035
PM>2.5<10 Emissions, Array + Fabric Filter, Ib/hr
0.0237
0.0137
0.0177
0.0184
Average Plant Production Levels During Tests, Tons/Hour
67.4
20.1
50.6
46.0
Total TEOM & Fabric Filter PM10 Emission Factor, lb/ton
0.00036
0.00081
0.00050
0.00055
Total TEOM & Fabric Filter TSP Emission Factor, lb/ton
0.00044
0.00301
0.00065
0.00136
Total TEOM & Fabric Filter PM2.5 Emission Factor, lb/ton
0.000005
0.00013
0.00015
0.00009
Total TEOM & Fabric Filter PM>2.5<10 Emission Factor, lb/ton
0.00035
0.00068
0.00035
0.00046
Truck Hood PM10 Efficiency
99.7%
98.8%
100.0%
99.5%
System Collection Efficiency
97.6%
98.4%
99.8%
98.6%
Fabric Filter Inlet, Total Particulate Concentration, Ib/hr
3.24971
3.99907
32.15622
13.1350
Fabric Filter Outlet, Total Particulate Concentration, Ib/hr
0.02141
0.01387
0.0211
0.0188
Fabric Filter Total Efficiency
99.3%
99.7%
99.9%
99.6%
Total / PM10 Ratio for TEOM TSP Calc Ratio * Teom PM10 =TEOM TSP lb/ton
3.22
3.86
2.72
3.27
PM2.5 / PM10 Ratio for TEOM PM2.5 Calc Ratio * TEOM PM10 =TEOM PM2.5 lb/ton
0.12
0.10
0.15
0.12
PM<2.5>10 Ratio for TEOM
0.88
0.90
0.85
0.88
Fabric Filter Inlet, PM10 Particulate Concentration, Ib/hr
1.00899
1.03514
11.81261
4.6189
Fabric Filter Outlet, PM10 Particulate Concentration, Ib/hr
0.02141
0.00416
0.0211
0.0156
Fabric Filter PM10 Efficiency
97.9%
99.6%
99.8%
99.1%
Fabric Filter Inlet, PM2.5 Particulate Concentration, Ib/hr
0.12473
0.09891
1.77497
0.6662
Fabric Filter Outlet, PM2.5 Particulate Concentration, Ib/hr
0
0.00139
0.00703
0.0028
Fabric Filter PM2.5 Efficiency
100.0%
98.6%
99.6%
99.4%
Fabric Fitter Inlet, PM>2.5<10 Particulate Concentration, Ib/hr
0.88426
0.93622
10.03764
3.9527
Fabric Filter Outlet, PM>2.5«10 Particulate Concentration, Ib/hr
0.02141
0.00277
0.01407
0.0128
-------
RMCC Wake Forest Truck Mix
Lbs/Hour
Truck Mix Array Fugitive Data
Total PM10
1	0.0084 0.0026
2	0.0465 0.012
3	0.0116 0.004
Arsenic, ug/mg
Total PM10
0.0382 0.0688
0.0335 0.0733
0.0667 0.1151
lbs/hour arsenic
Total	PM10
3.21 E-07 1.79E-07
1.56E-06 8.80E-07
7.74E-07 4.60E-07
Truck Mix Baghouse Outlet Data
Total PM10
1	0.021413 0.02141
2	0.013874 0.00416
3	0.021103 0.02110
Arsenic, ug/mg
Total PM10
0.0382 0.0688
0.0335 0.0733
0.0667 0.1151
lbs/hour arsenic
Total	PM10
8.18E-07 1.47E-06
4.65E-07 3.05E-07
1.41 E-06 2.43E-06
Total Truck Mix Emission Factors
Ib/hr	Total PM10
1	1.14E-06 1.65E-06
2	2.02E-06 1.18E-06
3	2.18E-06 2.89E-06
lb/ton Total	PM10
1	1.69E-08 2.45E-08
2	1.01 E-07 5.91 E-08
3	4.31 E-08 5.71 E-08
Averages
1.78E-06 1.91 E-06
5.36E-08
4.69E-08
RMCC Wake Forest Central Mix
Lbs/Hour
Array Fugitive Data
Central Mix Total PM10
1	0.0029 0.0009
2	0.0053 0.002
3	0.0178 0.0067
ro
Central Mix
Baghouse Outlet Data
Total PM10
1	0.026966 0.026966
2	0.019828 0.012747
3	0.026188 0.014802
Arsenic, ug/mg
Total PM10
0.0309 0.0196
0.0341 0.0328
0.0301 0.0307
Arsenic, ug/mg
Total PM10
0.0309 0.0196
0.0341
0.0301
0.0328
0.0307
Total	PM10
lbs/hour arsenic
8.96E-08 1.76E-08
1.81 E-07 6.56E-08
5.36E-07 2.06E-07
lbs/hour arsenic
Total	PM10
8.33262E-07 5.2854E-07
6.76138E-07 4.1809E-07
7.88253E-07 4.5442E-07
Total Central Mix Emission Factors
Ib/hr	Total PM10
1	9.23E-07 5.46E-07
2	8.57E-07 4.84E-07
3	1.32E-06 6.60E-07
lb/ton Total	PM10
1.96 E-08 1.16E-08
1.18E-08 6.65E-09
2.40E-08 1.20E-08
Averages
1.03E-06 5.63E-07
1.85E-08
1.01 E-08
NOTE Production Average from inlet and outlet sample times
Lbs/Tons
Tons	Total PM10
67.4 4.76E-09 2.65E-09
20.05 7.77E-08 4.39E-08
50.6 1.53E-08 9.10E-09
Lbs/Tons
Tons	Total PM10
67.4 1.21 E-08 2.19E-08
20.05 2.32E-08 1.52E-08
50.6 2.78E-08 4.80E-08
AP-42 lb As/Ton Concrete
% (RMC/AP-42)*100
1.16E-06	4.6%
Lbs/Tons
Tons	Total PM10
47.2 1.90E-09 3.74E-10
72.75 2.48E-09 9.02E-10
55.1	9.72E-09 3.73E-09
Lbs/Tons
Tons	Total PM10
47.2	1.77E-08 1.12E-08
72.75 9.29E-09 5.75E-09
55.1 1.43E-08 8.25E-09
AP-42 lb As/Ton Concrete
% (RMC/AP-42)*100
-------
Plant Name: Ready Mixed Concrete Company
Client: National Ready Mixed Concrete Association
Job No.: 877	Citv/State: Wake Forest. NC
Date
Personnel :TTB
7W-X
Gex\r«l
//
1-9
Time
In/Out
Water
Truck V
Cement
Truck A
Visible
Emissions in
5%
Increments
Silt Sample
Taken V
o%a l/oj
i

103 f/ /03tT

/
0

)M3/io£Z*


0

toSq'/ KCJ

y
(?


'06 5~//os~ff

**
ft


}l°V UN

!/
p
































































































3-
8
°i
I	o
w
II
\5
m
15
\Ip
N/A NoHi k
R
173
-------
Plant Name: Ready Mixed Concrete Company
Client: National Ready Mixed Concrete Association	Qlik\ $<2-
Job No.: 877	Citv/State: Wake Forest. NC Personnel :TTB
Date ,1A/» *
59 ILL otd 5 \dficC
-LcucK
P /
Be-1+n	l<34$
Time
In/Out
Water
Truck V
Cement
Truck V
Visible
Emissions in
5%
Increments
Silt Sample
Taken V
/l/fMl?

S
a

„ f /

iS
o

)7£f


£>

I2ff//5r3

/
O



l/
O

/tolAW

!/
£>

7




























































































































LDftD&
22
2.3
Z5
za>
z?-
-------
Plant Name: Ready Mixed Concrete Company
Client: National Ready Mixed Concrete Association
Job No.: 877	City/State: Wake Forest. NC
Date i */f/o *
) RUO{ r%
Personnel :TTB	vh 3
Time
In/Out
Water
Truck V
Cement
Truck V
Visible
Emissions in
5%
Increments
Silt Sample
Taken V
6 *?5'a /
QSo 3
\/
P

oZOf/oi,
(T
y
O

Of

is
6



I>
<£>



t/
6

09 z-t A>f£i

y
c>

ofczAf+r)


0

&

/










































'







































































1
2.
5
3
4
5
L>
-------
Method 1 - Air Control Techniques, / <	Date
l1"OS~0i
CHent
Job#
Plant Na
State

Pe*0\j Ml KfLO

Note: If more than 6 and 2 diamtaters and if duct dia.
Is less than 24" use 8 or 9 points.
Diameters



me
p6»4ov Mi



Md'

Velocity UP Down Particulate
City
Sampling Location
UJrtlCt Fbl££t

12 8 2 12


12 7 1,75 12



12 6 1.5 16


16 5 1.25 20



16 2 0.5 24 or 25
No. of Ports Available
No. of Ports Used
Port Inside Diameter, Inches
Distance From Far Wall To Outside Of Port, Inches
Nipple Length And/Or Wall Thickness, Inches
Depth Of Stack Or Duct, Inches
Stack Or Duct Width (it rectangular), Inches
Equiv. Diameter = 2DW/(D+W), Inches
Stack/Duct Area, Square Inches
1


1


Location of Points in Circular Stacks or Ducts
3

f 4
6
6
10
12
14
16
18
20
22
24


1
6.7
4.4
3.2
2.6
2.1
1.8
1.8
1.4
1.3
1.1
1.1


2
25.0
14.8
10.6
8.2
8.7
5.7
4.9
4.4
3.9
3.5
3.2


3
75.0
29.8
19.4
14.8
11,8
9.9
8.5
7.5
8.7
6.0
5.5


4
93.3
70.4
32.3
22.8
17.7
14.6
12.5
10.9
9.7
8.7
7.9
——

S
w
85.4
87.7
34.2
25.0
20.1
16.9
14.8
12.9
11.6
10.5
rt^wip

6
95.8
80.8
65,8
35.8
26.9
22.0
18.8
16.5
14.6
13.2
(JIXR2 OfLxW)

7

89.5
77.4
84.4
36.6
28.3
23.8
20A
180
16.1

Upstream Downstream
8
96.8
85.4
75.0
83.4
37.5
29.8
25.0
21.8
19.4
Distance to Flow Disturbances
Diameters

—i U

9

91.8
62.3
73.1
82J
38.2
30.6
26.2
23.0
^.333
2.333

10
97.4
88.2
79.9
71.7
61.8
38.8
31.5
27*2

11

93.3
85.4
78.0
70.4
61.2
39.3
32.3


12
97,9
90,1
83.1
76,4
69.4
60.7
39.8
Point Location Data
'
13

94.3
87.8
81.2
75.0
68.5
60.2

% of Duct
Depth
Distance From
Inside Wall
Distance From
Outside of Port
14
98.2
91,5
85.4
79.6
73.8
67,7
Point
15

95.1
89.1
83.5
78.2
72.8
1
/P.-1

5/e"

16
98.4
92,5
87.1
82.0
77.0
2
T-T-O
bns


17

95,8
90.3
85.4
80.6
3

1 .2.S
-2.

18
98.6
93.3
86.4
83.9
4
G V!. ^
1.50
2.W

19

96.1
91.3
86.8
5




20
98.7
94.0
89.5
6




21

96.5
92.1
7




22
98.9
94.5
8




23

96.8
9




24
98.9
10




11



12





Location of Points in Rectan
gular Stacks or Ducts
13




2
3
4
S
6
7
8
9
10
11
12
14




1
25
18.7
12.5
10.0
8.3
7.1
6.3
5.6
6.0
4.5
4.2
15




2
75
50
37.5
mo
25
21.4
18.8
16.7
15.0
13.6
12.5
16





3

83.3
82.5
so.o
41.7
35.7
31.3
27.8
25-0
22.7
20.8
17




4

873
70.0
58.3
SO
43.8
28.9
35.0
31.8
29.2
18




5

SO.O
75
§4.3
56.3
50
45.0
40.9
37.5
19




6

91.7
78.6
68.8
61.1
55.0
50
45,8
20




7

92.9
81,3
72.2
65.0
59.1
54.2
21




S

93.8
83.3
75.0
68.2
62.5
22




9

94.4
85,0
77J
70.8
23




10

95.0
86.4
79.2
24




11

95.5
87.5
25




12


95.8
0.0000-0.0625 - 0	0.5625-0.6875 - 5/8
0.0625-0.1875 -1/8	0.6875-0.8125 - 3/4
0.1875-0.3125-1/4	0.8125-0.9375 - 7/8
0.3125-0.4375 - 3/8	0.9375-1.0000 -1
0.4375-0.5625 -1/2
-------
Method 2 - Air Control Techniques, P.C.
Date
WM
Identification information
Client
Plant Name
City
N^roCJR
Job#
Process
State
&F-

met
\c\cKtmK"1W)

HC
Sampling Location and Port Information
Sampling Location
Barometric Pressure, in. Hg
02>%
co2,'%
H20,%
1UO,
tg deduct xnI£
PfS-1
Zo.l

0
0.5
Pitot ID
Pitot Coeff. (Cp)
TC ID
Duct/Stack Dia., in.
$
..CO
wnr

Static Pressure, in. WC
¦*
Leak Checks & Physical Condition

Side A
Side B
o.o
Pre
~ 3'.
^ 3"
Post
*<3"
^ 3"


83 3,3
Measurement Data
|V\
SID
816?
Point
IS"!1)
Angle
(degrees) 
-------
Method Run 1-2 Pre Post Truck
Air Control Techniques EPA Method 2 Data Sheet
ACT Job Number
877

Client
National Ready Mixed Concrete Assoc.
ACT Run Number
Truck Mix -1/2
Plant
Ready Mixed Concrete Company
Date
12/8/031
City/State
Wafe Forest, North Carolina
Gauge ID
ADM-850
Location
TEOM Inle
Duct


Pitot ID
Standard-18
Averages
5015
43


Thermocouple ID
TC-1



Temp





Point No.
FPM
Deg F





1
4954
32

Pre
Oxygen %
20.9

2
5091
32





3
5024
32


Carbon Dioxide %
0

4
5023
32





5
5022
53

Post
Moisture %
1.10

6
4923
53





7
5020
53


Stack Area sqJn.
7.0686

8
5061
53





9




Pbar
29.9

10







11




Static Pressure
1.7

12







13




Pitot Coef,
0.99

14







15




Start Time Pre/Post
8:10-15:40
16





I
17




Stop Time Pre/Post
8:16-15:44
18







19



Absolute Gas
Pressure inches water
Ps =
30.03
20







21



Dry Mole Fraction of Gas
Mfd =
0.98898
22



|


23



Dry Molecular Weight of Gas lb/lb Mole
Md =
28.84
24



|


25



Wet Molecular Weight of Gas lb/lb Mole
Ms =
28.72
26







27



Average Gas Velocity ft/sec
vs =
83.72
28







29



Dry Volumetric Gas Flow Rate


30



at Standard Conditions SCFM
Qsd =
257
31



|


32



Wet Volumetric Flue Gas Flow Rate


33



at Stack Cond
tions ACFM
Qaw =
247
34







35







36







37







38







39







40







41







42















-------
Method 2 - Air Control Techniques, P.C.
Date
xlHcs
identification information
Client
Plant Name
City
HtM
Job#
Process
State
m

Rmcc
leor^
ukxKf fcL/

3V"

Measurement Data
Point
Angle
Temp.
S-fAfJ-T
Cfb\£
16HO
t

IA
4W>
Z(5
Z
\
A
me>
Z£


1 1
HlrtL
U
M

5m
t&


























41OW
10
-L

4°\4f4
Vs = 85.49 * Cp * {(AP avg) * (460 + ts) 1 
-------
Method Run 3 Pre-Post Truck
Air Control Techniques EPA Method 2 Data Sheet
ACT Job Number
877
Client
National Ready Mixed Concrete Assoc.
ACT Run Number
Truck Mix - 3
Plant
Ready Mixed Concrete Company
Date
12/9/03 j
City/State
Wafe Forest, North Carolina
Gauge ID
ADM-850
Location
TEOM Inle
tDuct


Pitot ID
Standard-18
Averages
4974
34


Thermocouple ID
TC-1



Temp





Point No.
FPM
Deg F





1
4960
28

Pre
Oxygen %
20.9

2
5010
28





3
4756
28


Carbon Dioxide %
0

4
5325
28





5
4706
40

Post
Moisture %
0.04

6
4945
40





7
4871
40


Stack Area sq.in.
7.0686

8
5235
40





9




Pbar
29.9

10







11




Static Pressure
1.2

12







13




Pitot Coef.
0.99

14







15




Start Time Pre/Post
8:12-10:40
16





I
17




Stop Time Pre/Post
8:15-10:44
18







19



Absolute Gas
Pressure inches water
Ps =
29.99
20







21



Dry Mole Fraction of Gas
Mfd =
0.9996
22



i


23



Dry Molecular Weight of Gas lb/lb Mole
Md =
28.84








25



Wet Molecular Weight of Gas lb/lb Mole
Ms =
28.83
26







27



Average Gas Velocity ft/sec
vs =
83.55
28







29



Dry Volumetric Gas Flow Rate


30



at Standard Conditions SCFM
Qsd =
263
31



I


32



Wet Volumetric Flue Gas Flow Rate


33



at Stack Cond
tions ACFM
Qaw =
246
34







35







36







37







38







39







40







41







42















-------
Plant Name: Ready Mixed Concrete Company
Client: National Ready Mixed Concrete Association
Job No.: 877 City/State: Wake Forest. NC Personnel :TTB
Date \Ajffi<|c£rime Sample Taken \H'QO Sample Type GSpAEnT
Pan Sieve or
Mesh Size
Tare Weight,
Grams
Sample +
Tare
Sample
Alone
% of Total
3"

4^.3
O
O
ois"
S5D.°I

O
o
E6b>ilA
HI
4rt-&
O
o
\50yrt rto.wsa
.3
t
Ml. *3

M
yist.H
mi
HD.i
10.01





Pan
2)1-0.3
4lD.}
MM
\0.(> 3
Totals

•it>U
I oo,0
A.)	Sample Weight Wet-Pan Weight
B.)	Sample Weight Dry-Pan Weight
C.)	% Moisture = {(A-B)/A}*100
Hot * -
M OO.U-
w o.ypj
Date&lffilfl3 Time Sample Taken H/j-? Sample Tvpe Tl\J A5^\
Pan Sieve or
Mesh Size
Tare Weight,
Grams
Sample +
Tare
Sample
Alone
% of Total
3 "
*m3

O
O

55o
550 •<}
0
O
nI/XID
HO.tp

O
O
kjd.iw
3Mfc3

n.L
M.lM
\\oia
3H3.H
38°)2
¦n.3
iui





Pan


3to.l
8H.^
Totals

H35.6
M.O
A.)	Sample Weight Wet-Pan Weight
B.)	Sample Weight Dry-Pan Weight
C.)	% Moisture - {(A-B)/A}*100
181
-------
Plant Name: Ready Mixed Concrete Company
Client: National Ready Mixed Concrete Association
Job No.: 877 City/State: Wake Forest. NC Personnel :TTB
PatTime Sample Taken 13-^ Sample Type 5AN^
Pan Sieve or
Mesh Size
Tare Weight,
Grams
Sample +
Tare
Sample
Alone
% of Total







5 tt>.H
O
0
fiwtt 6.?5"
552.2-
552- a
O
O
85DMK) NO-ZO


31^.2,



1
539..0
5&>.6> 1
~^5j\ K\ M0.2jW>
y\*-z
3»5g. 1

\ .5k
Pan
3?2.0
3TI3
=f.3
O.l-Qr
Totals

156.H
I oD.&
A.)	Sample Weight Wet-Pan Weight =	'
B.)	Sample Weight Dry-Pan Weight = ^46.0
C.)	% Moisture = {(A-B)/A}*100	=
Date 12.1 & 1 Time Sample Taken	Sample Type STON6	
Pan Sieve or
Mesh Size
Tare Weight,
Grams
Sample +
Tare
Sample
Alone
% of Total
ISm 3"
506-4
5DO.H
D
o.o

552.1
fflB*
oH^.5
33.51
BSWJrA M0.i0


5)5.0.

15D-H1V1 N0.1D6
mi
355.£
Ls>.\

Kitxicc
3H3.1
3H53
Aft
D.3H





Pan
3§HCo

3.0

Totals

ms
\sd.oi
A.)	Sample Weight Wet-Pan Weight = 8C£) -8j
B.)	Sample Weight Dry-Pan Weight =
C.)	% Moisture = {(A-B)/A!*10»	= l-H3Cp%
-------
APPENDIX B2
RMCC CENTRAL MIX
FIELD DATA SHEETS
-------
Method 1 - Air Control Techniques, P.C.
Date

EfjftCN jfyufrEo

Note: If more than 8 and 2 diamteters and it duct dia.

is Jess than 24* use 8 or 9 points.


Diameters


Velocity
UP
Down
Particulate
12
8
2
12
12
7
1.75
12
12
6
1.5
16
16
5
1.25
20
16
2
0.5
24 or 25
Ciient
Job*
Plant Name
State
City
Sampling Location
fefoPM flU EK
MC ' , 		
jjLI^Kfc i 1C*,C^S 1 f	i
fldS»44nUs£ XwLgf ( CfefJ-TgftL
No. of Ports Available
No. of Ports Used
Port Inside Diameter, Inches
Distance From Far Wall To Outside Of Port, Inches
Nipple Length And/Or Wall Thickness, Inches
Depth Of Stack Or Duct, Inches
Stack Or Duct Width (if rectangular). Inches
Equiv. Diameter ¦ 2DW/(D+W), Inches
Stack/Duct Area, Square Inches
(Jt x R2 or L x W)
s
3
iH33Z
Distance to Flow Disturbances
Diameters
•*- no"

{¦2-.14 3



Point Location Data


% of Duct
Depth
Distance From
Inside Wall
Distance From
Outside of Port
Point
1

rvfol lo
3|q"
2
\H.y
•2..G44
-?>/W'
3

<4. 144
W
4


in"
5
f^.4
lUtSU

p}'
6

I3.5RH
13*
2,'1
7



8



9



10



11



12



13



14



15



16



17



18



19



20



21



22



23



24




25



Location of Points in Circular Stacks or Ducts

4
/ 6
a
10
12
14
16
18
20
22
24
1
6.7
4.4
3.2
2.6
2.1
1.8
1.6
1.4
1.3
1.1
1.1
2
25.0
14.6
10.6
8.2
6.7
5,7
4.9
4.4
3.9
3.5
3.2
3
75,0
29.6
19.4
14.6
11.8
9.9
8.5
7.5
6.7
6.0
5.5
4
93,3
70.4
32.3
22.6
17.7
14,6
12.5
10.9
9.7
8.7
7.9
S

85.4
67.7
34.2
25.0
20.1
16.9
14.6
12.9
11.6
10.5
6
95,6;
80.6
65.8
35.6
26.9
22.0
18.8
16.5
14.6
13.2
7

89.5
77.4
64.4
36.6
28.3
23.6
20.4
18.0
16.1

96.8
85.4
75.0
63.4
37.5
29.6
25.0
21.8
19.4


91.8
82.3
73.1
62.5
38.2
30.6
26,2
23.0
10
97.4
88.2
79.9
71.7
61.8
38.8
31.5
27J2
11

33.3
85.4
78.0
70.4
61.2
39.3
32.3
12
97.9
90.1
83.1
76.4
69.4
60.7
39.8
13

94.3
87.8
81.2
75.0
68.5
60.2
14
98.2
91.5
85.4
79.6
73.8
67.7
IS

95.1
89.1
83.5
78-2
72.8
16
98.4
92.5
87.1
82.0
77.0
1?

95.6
90.3
85.4
80.6
18
98.6
93,3
88.4
83.9
19

96,1
91.3
86.8
20
98.7
94.0
89.5
21

96.5
92.1
22
98.9
94.5
23

96.8
24
98.9


Location ol Points in Rectan
gutar Stacks or Ducts

2
3
4
5
6
7
8
S
10
11
12
1
25
16.7
12.5
10.0
8.3
7.1
6.3
5.6
5.0
4.5
4.2
2
75
50
37.5
30.0
25
21.4
18.8
16.7
ISO
13-6
12.5
3

83.3
62.5
50.0
41.7
35.7
31.3
27.8
25.0
22.7
20.8
4

87.5
70.0
58.3
so
43.8
26.9
35.0
31.8
29.2
5

90.0
75
64.3
56.3
50
45.0
40.9
37.5
6

91.7
78.6
68.8
61.1
55.0
50
45.8
7

92.9
81.3
72.2
8S.0
59.1
54.2
8

93.8
83.3
75.0
68.2
62.5
9

94.4
85.0
77.3
70.8
10

95.0
86.4
79.2
11

95.5
87.5
12

95.8
0.0000-0.0625 - 0
0.0625-0.1875 -1/8
0.1875-0.3125-1/4
0.3125-0.4375 - 3/8
0.4375-0.5625 -1/2
0.5625-0.6875 - 5/8
0.6875-0.8125 - 3/4
0.8125-0.9375 - 7/8
0.9375-1.0000-1
-------
(
" - Piiiiiiai««4BiiWrioN
Plant Name
»y€D
Date
a-io-o3
City, State
Li>l*4Vdr? fa&jZT.UC
Project #

Personnel

Pitot Identification
Pi"*-
Test Location


Pitot Coefficient (Cp)
0.84
Stack Dimensions
¦ pinmnis. ¦.. ¦
Diameter of Stack (D)

in
Barometric Pressure (Pb)
z°i.q
in Hg
Width of Stack (W)

in
Static Pressure (Pg)

in H2O
Area of Stack (As)

ft2
Absolute Stack Pressure (Ps)

in Hg

Carbon Dioxide (%COa)
O (Moisture Content (Bws)

%
Oxygen (%02)
~ZO Dry Molecular Weight (Md)

Ib/lb-mole
Nitrogen Concentration (%Na)
—jq. ] jWet Molecular Weight (Ms)

Ib/lb-mole
Start
If 27
End
¦ tv.::
^pRE^mmamBMs§sE. - •* -
¦

Pitot Tube Leak Checks
A
B
Port
Point
Angle, 0
Ap, in H2O
Temp. °F
ft/sec
A
Ip
¦* a
\. OO
45""


<
4 4

U.<'



* f
o. °r~i*
HS*


3
+ *
i\b
15"


2-
i t
nP\*>



\
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H=T



















































































































Average Angle, Degrees




Average Velocity
Pressure



Average Gas Temperature (°F)



Average Stack Gas Velocity (ft/sec)
Actual Cubic Feet per minute (ACFM)
Dry Standard Cubic Feet per Minute (DSCFM)


-------
Combined Cyclone PM10 & PM2.5 Run Data Sheet
tf:, 3*1*1	
|Run ID
¦Condition
PIantNaH ft ei/y	£*>•
City H/*Ae f-"o 7	
State! A/> ^ ~
Source Number
Sampling Location
Test Personnel
Ctztrftm / /it'yJ'H U~f" Date

SSH
Start
Stop
flUjo*
6222
lb**
Meterbox ID
$62 Ol*
AH @
Li 3*
Gamma, y

Nozzle ID

Nozzle Diameter

Orsat/Fyrite
FyfHe
Filter ID Tare


Actual
Req'd
Vacuum
Full Train Pretest Leak Check, ACFM
O-OG *7
< 0.02 or 4%
15
Partial Train Posttest Leak Check, ACFM
0- Co n

a.o
(Remove cyclone sampling head before posttest leak check. Keep cyclone
head upright prior to recovery.) Do not leak check during port changes.
A B
Pitot Tube Pretest Leak Check
t
6

Pitot Tube Posttest Leak Check

C




-1.9
Barometric Pressure, ln„Hg. X9. g
Static Pressure, In. W.C.

st*r>
68 A ^
bTb*
Step
OVS6
/2.3S
jVm^ACTUAL MOISTURE & GAS
Water Recovered, grams
C02 %
02%

Moisture, %
Md_run
Mw_run
liZC*
O.t5

^¦0.9'
xr. -7*
^^¦-^^Sampliricf' Irifoimati
on fir ''' QA Checks ¦ ¦"'*4
Port
Point
Dwell
Time,
(Min.)
Elapsed
Time,
h:m:s
Dry Gas
Meter,
(ft3)
Pitot VP,
(ln.W.C.)
Meter
Temp. (F)
Stack
Temp.,
(F)
Sample
Train Vac.
(In.)
impinger
Exit Gas
Temp., (F)
Orifice Delta
H, in.
W.C.
Target Orifice
Delta H, in.
W.C.
%lso
Run Cum. D50s, microns
PM10 PM2.S
A
/
2 (.21
O

h /o
Sf

/• o>

o. 3?
0.40




1
1%'f
2i l/U
I23./X

r&>

J. r>

0 j 'l
6 .*£?




3
J9.77
4VI-34-
no. ?rs



) »e>

0-3 7
«.*•/




f
xo, 79
tP+U
J 3?, 5-3
bor
r.r
*3
/, o

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0. «•/




f

tao-'*7

e>. m
r£*
S-fc*
/. D
4-9
o. 31
0. 3»





ttvt
/.'fc.'oc

O.tC
r*

ho

O'-i 1
£>' 3Q







/-------
Combined Cyclone PM10 & PM2.5 Run Data Sheet
Run ID
Condition
fy*/ ff/jr
u/jp -c -X#- phioAs - p
Plant Name! Ke,mJuMiv*J £oxt.**t«
City	ft ^
State" A/. Ci.
Source Number
Sampling Location
Test Personnel
M.'r T*HrT
£sRfTTptW
Date
Start
Stop

oih
09*1
Meterbox ID
AH @
Gamma, y
Nozzle ID
Nozzle Diameter
Orsat/Fyrite
•Tea «/2-
JL£13L
I'Ozsr
im-t
QJ3£.
Fy„'i<
Filter ID Tare
/oot



Full Train Pretest Leak Check, ACFM
Partial Train Posttest Leak Check, ACFM
0-&O 2
<0.02 or 4%
15
^ }

3 eO
(Remove cyclone sampling head before posttest leak check. Keep cyclone
head upright prior to recovery.) Do not leak check during port changes.
Pitot Tube Pretest Leak Check
Pitot Tube Posttest Leak Check


6
r-
Barometric Pressure, ln.,Hg. ^
Static Pressure, In. W.C.j	9
I ^\3teJ*£,ACTUAl*.Mai*iTURF A r-Ac.MK»Wgmim
33101

Water Recovered, grams
C02%
o2%
to. 4
Moisture, %
Md_run
Mw_run
i.f?7 (
©.£>
2£
i'C?
1A.
o i

ZLH.

mi±
JjJo_
Xi.
4*r
) t A
Jt£.
gt
P. f-Q
?q£Z



J2L.


4r~

Q- HZ
it.
•JL2L


hQf
rr
££.
111>

e-ft
P-i £

131m.
/, or
J4-

A t>

<*r 14,
&• * i
r<<*r
-------
Cfi5 #/#•*/ My 2*/«rr~
Combined Cyclone PM10 & PM2.5 Run Data Sheet
Run ID
U/P-C'XU-PMtOAS-
Condition

Plant Name
City
State
Source Number
Sampling Location
Test Personnel
RMt* ee/
hfi	H e . fcorBjCt:.	
N* C
Ce trh.lM.y Jit J,

Date
Start
Stop
/2?/t/o3
f?-ZI
/row
Meterbox ID
AH ®
Gamma, y
Nozzle ID
Nozzle Diameter
Orsat/Fyrite

LJlM.
).o2T
2JH1
Filter ID Tare
fir i oil



Full Train Pretest Leak Check, ACFM
Partial Train Posttest Leak Check, ACFM
£>.» nB
< 0.02 or 4%
15
v.oon

*
(Remove cyclone sampling head before posttest leak check. Keep cyclone
head upright prior to recovery.) Do not leak check during port changes.
A	B
Pitot Tube Pretest Leak Check g
Pitot Tube Posttest Leak Check 0
Barometric Pressure, ln.,Hg.f~20, 3 [ Static Pressure, In. W.C.| ~ [7$
fa
Ty&cfC
\*P*
uta
R.3 4
C02 %[
O.0
Md_run

02%j
2o.?
Mw_run
?#»
O .2H
2.9.
Port
Point
Dwell
Time,
(Min.)
Elapsed
Time,
h:m:s
Dry Gas
Meter,
(ft3)
Pitot VP,
(In.W.C.)
Meter
Temp. (F)
Stack
Temp.,
(F>
Sample
Train Vac.
(in.)
Impinger
Exit Gas
Temp., (F)
Orifice Delta
H, In.
W.C.
Target Orifice
Delta H, In.
W.C.
% Iso
Run Cum. D50s, microns
PMtO PM2.5
A
I
/?,?/
O
2&£,,4r>b
f. 0-5
14
€4
/. o
/T1
O. 40
o. + o




2
20t,V
/9:r: oi
2 2h+r
0J4
03
Si
l , O
,. 39




C
7G,*1
1:4/: 1*
lo-K.oi-
L lo
ez

LT>
<4
O<4o
O .3 9







\f2*4K





















































































Total Run Time



Total Voli
ime, ACF
5"





Averages
it/in

$4%

e.AZD

1
|Run | ,
in. H20
op
°F
in H20
% microns
GO
-------
Method 4 - Air Control Techniques, P.C.
Date

Identification Information
Client
VIVTOCR
Job
fm
Plant Name

Process
cmrM*
City

State
HC



Sampling Information
Run Number
Sampling Date
Analysit Date
Personnel

lO^GSWf

Balance Number
Balance Type
Balance Level
Recovery Area




Cx-Ejz,

/<*ftlic> 5

17


Location Moisture Data
Run NumbergT^lE^
Impinaer 1
Final Weight, grams/mis
Initial Weight, grams/mis
Condensed Water, grams
S
Impinaer 3
Final Weight, grams/mis
Initial Weight, grams/mis
Condensed Water, grams
Condensed Water, grams! (p-^6 I 3.3
Silica Gel
Final Weight, grams
Initial Weight, grams
Adsorbed Water, grams
Adsorbed Water, grams I	IgA
Total Water, grams I \p_. \a
"CI
o>ff
XMLtT


£22>

i v.* I
Vm(std) = Volume of gas sampled at standard conditions (dscl)
Vm(std) ¦ ((Gamma * 17.64 * Vm * (Pbar + (4H/13.6))) / (Tm + 460)
Vwe(std) «s volume of water vapor at standard conditions (scf)
Vwc(std) = (0.04707) * (volume of water collected (mis))
Bws = Mole fraction of water vapor
Bws » Vwc(std) / (Vm(std) + Vwc(std))
Percent Moisture = 100 * Bws
-------
Plant
City
State
Sampling Location
RMCC
Wake Forest
North Carolina
Baghouse Inlet
PARAMETER
NOMENCLATURE WF-C-IN-PRE4-1
WF-C-IN-PRE4-2
WF-C-IN-PRE4-3

Date

12/10/2003
12/11/2003
12/11/2003

Run Time
Theta
118.801
125.320
122.140

Nozzie Diameter
inches
0.135
0.135
0.135

Pitot Tube Coefficient
Cp
0.840
0.840
0.840

Meter Calibration Factor
Y
1.025
1.025
1.025

Barometric Pressure, inches Hg
Bp - in Hg
29.8
29.3
29.3

Meter Box Pressure Differential
AH - in. H20
0.370
0.360
0.400

Volume of Gas Sampled
Vm - cu. ft.
44.280
45.918
46.495

Dry Gas Meter Temperature
Tm - °F
55.667
53.667
70.333

Volume of Gas Sampled, Dry
Vmstd - cu. ft.
46.328
47.420
46.511

Liquid Collected
ml
12.600
10.400
8.400

Volume of Water Vapor
Vwstd - cu. ft.
0.593
0.490
0.395

Moisture Content
%H20
1.264
1.022
0.843

Saturation Moisture
%h2o
1.086
1.077
1.450

Dry Mole Fraction
Mfd
0.989
0.990
0.992

Carbon Dioxide
%C02
0
0
0

Oxygen
%02
20.9
20.9
20.9

Carbon Monoxide
%C0
0
0
0

Nitrogen
%n2
79.100
79.100
79.100

Gas Molecular Weight, Dry
Md
28.836
28.836
28.836

Gas Molecular Weight, Wet
Ms
28.718
28.725
28.745

tatic Pressure
Pg - in. H20
-1.900
-1.900
-1.900

Stack Pressure
Ps
29.660
29.160
29.160

Stack Temperature
Ts - °F
46.833
46.167
54.167

Average Velocity Head
Ap - in H20
0.953
1.039
1.077

Gas Velocity
vs - ft/sec.
54.074
56.909
58.360

Stack Area
As - sq. ft.
1.069
1.069
1.069

Volumetric Air Flow, Actual
Qaw-ACFM
3468
3650
3743

Volumetric Air Flow, Standard
Qsd - DSCFM
3543
3673
3715

Isokinetic Sampling Rate
%l
118.4
110.8
110.2

Total Particulate Catch
Milligrams
68.7
150.2
126.1

PM >10 Particulate Catch
Milligrams
48.0
92.4
78.9

PM10 Particulate Catch
Milligrams
20.7
57.8
47.2

PM>2.5<10 Catch
Milligrams
14.6
50.0
40.3

PM2.5 Patriculate Catch
Milligrams
6.1
7.8
6.9

Total Arsenic Catch
Micrograms
2.12
5.12
3.80

PM >10 Arsenic Catch
Micrograms
1.18
2.09
1.38

PM10 Arsenic Catch
Micrograms
0.94
3.03
2.42

Concrete Production During Test
Cubic Yards / Test
49
69
64

Concrete Production During Test
Tons I Test
92.5
132.4
119.4
Average
Concrete Production Rate
Tons/Hour
46.7
63.4
58.7
56.3
PM10 Arsenic Concentration
ug/mg
0.0196
0.0328
0.0307
0.0277
TSP Arsenic Concentraion
ug/mg
0.0309
0.0341
0.0301
0.0317
-------
Plant
City
State
Sampling Location
Total Particulate Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
Total Arsenic Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
PM10 Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
PM10 Arsenic Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
PM>2.53162 - PM2
0.02288
0.69496
0.01488
0.0000007
0.0000214
0.0000005
0.00690
0.20940
0.00448
0.0000003
0.0000095
0.0000002
0.00486
0.14769
0.00316
0.00203
0.06171
0.00132
10.77
174.46
0.38
3183
1.06
2.26
2.27
0.04888
1.53894
0.02428
0.0000017
0.0000525
0.0000008
0.01881
0.59221
0.00934
0.0000010
0.0000310
0.0000005
0.01627
0.51230
0.00808
0.00254
0.07992
0.00126
10.94
174.48
0.38
3082
1.06
2.33
2.31
0.04184
1.33222
0.02271
0.0000013
0.0000401
0.0000007
0.01566
0.49866
0.00850
0.0000008
0.0000256
0.0000004
0.01337
0.42576
0.00726
0.00229
0.07290
0.00124
10.91
176.53
0.38
3062
1.06
2.33
2.30
0.03787
1.18870
0.02062
0.0000012
0.0000380
6.6E-07
0.01379
0.43342
0.00744
0.0000007
0.0000220
0.0000004
0.0115024
0.3619160
0.0061673
0.00229
0.07151
0.00127
10.87
175.16
0.38
3109
1.06
2.31
2.29
-------
Combined Cyclone PM10 & PM2.5 Run Data Sheet
Plant Name
City
State
Source Number
Sampling Location
Test Personnel
LLMJ
On) (V\\^D

TJc,

Date
Start
Stop
\2--lfv-c3

Meterbox ID
AH @
Gamma, y
Nozzle ID
Nozzle Diameter
Orsat/Fyrite
107X33
6n1
•Qo3
Sl4-

EjLi
1^-
Filter ID Tare
Orioc©



Run ID
lUF-C-oocfifcl
Condition

Actual
Full Train Pretest Leak Check,
Partial Train Posttest Leak Check,
(Remove cyclone sampling head
head upright prior to recovery.)
ACFM
ACFM
OOO
oon
Req'd
Vacuum
< 0.02 or 4%
15
Ml
Pitot Tube Pretest Leak Check
Pitot Tube Posttest Leak
before posttest leak check. Keep cyclone
Do not leak check during port changes.
A	B
'smssn



S°\-b3Q
1
5^
40
\
44
c^H1"
o-44




5

¦a'3b
4ll
2.35
TbId
Jo
I

<3.414
n.4-4




M
2-M1,
^.5B
llp.bO

(nQ
u

\

OHu
Cy-iAS*





1^4
xie'.oS


Ln
L
3
1

<^.44
A -4




*2.
15-fcZ

ctzm
.7_©
6>4

\
H-L
OH4
O-HH




i
H-flo


•rr?
ln&>
6^
\

a -44
ft-41-*






m






















































































Total Run Time
|:£(e-ZH


Total VoIl
ime, ACF
M5-3MC





Averages
l.ficMM



0.44

mM 1 2.2JS 1
IRun
in. H20
°F
•op
in H20
% microns
e BsH puM-r ^cocp -t* Su) -ro T^oo\^ f(V\-
l *7 -1© 1, U
r c»
:»-f
*1.1/
-------
Combined Cyclone PM10 & PM2.5 Run Data Sheet
Cityf/7 mfc ' Fo jy^rT
3,P3

yCtrdrttC
1

^£1
*
t/O

«. L/L J
Qfo* 5
/0.73



/f*#
/3. AV
I t L 7/3
I
c>s

3-
HO

-cf£
^ 7
/c*9J
3 A

4


irnktj/)
i, 2,
GG

*
lio


/03..4
/O.t'7
3~3lj

3

SJ.rl
111,66 i
/.n
46
H 7

m
.W
„*5
iJQ, 7
/O&fZ
iP.S al

¦z.

i cj^b

-Qo

HI
I
7/
¦ W

/0
-------
Combined Cyclone PM10 & PM2.5 Run Data Sheet
Plant Name
City
State
Source Number
Sampling Location
Test Personnel
Mcj tVli ,	
u)»4Y4 Faits-J
£$
/
*/0




D. 5 (

"5


lS(e ,"20L
1
15
S#
/



7..W
o¥J8
Qfl O
/£>.<}"?
3 S*

3

i.jfc.H
/ 7S. 7/6
/.t>0
"76

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O.V9
O.ViS
Sl.O
fi.O*/
-a ja

Z.
Ji.dC>
I -SSkV?
/83.4C0
1.10
(f>^>
S6>
/
so
o.W


n-o&
2- 36

\

l-SZ-U
m,33h
I.30
•73
,5Y
/
JZ>
oMY

tbld*
/i.oz




JlPt.oD






















































































Total Run Time



Total Voli
lme, ACF
S3&IS





Averages
IS1
1 I*




°t l.l
IRun |

in. H20
°F
°F
in H20

% microns
CD
jL2L5&
-------
Method 4 - Air Control Techniques, P.C.
Date
13h &
Identification information
Client

Job
8*\
Plant Name
Rmcc
Process
Cerr'col M U
City
bdak&Tcresi-
State
HC




Sampling Information
Run Number
Sampling Date
Analysit Date
Personnel
^-e-oo-r-ftDl-A
-"2.

Balance Number
Balance Type
Balance Level
Recovery Area
£-3l

3

Bi-ec tfcftir.



v/
ItBBLS
\S
Location Moisture Data
Imoinaer 1
Final Weight, grams/mis
Initial Weight, grams/mis
Condensed Water, grams
fi tte »Q
(AO'I
EE3H
i -
Condensed Water, gramsl
5-6?
Silica Gel
Final Weight, grams
Initial Weight, grams
Adsorbed Water, grams
HE
Adsorbed Water, gramsl
Total Water, gramsl \

*0 1
3JL
oucfifT
Final Weight, grams/mis
Initial Weight, grams/mis
Condensed Water, grams
( °i£.b
bfVi.3-
io^L'Pi
LH6M


— o>3
• (&
—a—
Final Weight, grams/mis
Initial Weight, grams/mis
Condensed Water, grams
ir
CP
VI

s^.%
^H-5

$> %Lo. \
V
1-5

4ir\ t<3
•n-8,4

SUoB


		
t. t
4. 3
Vm(std) = Volume of gas sampled at standard conditions (dscf)
Vm(std) = {(Gamma * 17.64 * Vm * (Pbar + (A H / 13.6))) / (Tm + 460)
Vwc(std) = volume of water vapor at standard conditions (scf)
Vwc(std) = (0,04707) * (volume of water collected (mis))
Bws * Mole fraction of water vapor
Bws « Vwc(std) / (Vm(std) + Vwc(std))
Percent Moisture • 100 * Bws
-------
Plant	RMCC
City	Wake Forest
State	N.C.
Sampling Location	Baghouse Outlet
PARAMETER	NOMENCLATUREWF-C-OUT-PRE4-1 WF-C-OUT-PRE4-2 WF-C-OUT-PRE4-3
Date

12/10/2003
12/11/2003
12/11/2003
Run Time
Theta
116.40
96.72
139.00
Nozzle Diameter
inches
0.134
0.134
0.134
Pitot Tube Coefficient
Cp
0.84
0.84
0.84
Meter Calibration Factor
Y
1.0030
1.0030
1.0030
Barometric Pressure, indies Hg
Bp - in Hg
29.80
29.30
29.30
Meter Box Pressure Differential
AH - in. H20
0.44
0.44
0.44
Volume of Gas Sampled
Vm - cu. ft.
45.34
36.856
53.615
Dry Gas Meter Temperature
Tm - °F
65.3
63.3
71.8
Volume of Gas Sampled, Dry
Vmstd - cu. ft.
45.573
36.564
52.340
Liquid Collected
ml
9.1
9.7
9.4
Volume of Water Vapor
Vwstd - cu. ft.
0.428
0.457
0.442
Moisture Content
%H20
0.931
1.23
0.84
Saturation Moisture
%h2o
1.2
1.1
1.5
Dry Mole Fraction
Mfd
0.991
0.989
0.992
Carbon Dioxide
%co2
0
0
0
Oxygen
%02
20.9
20.9
20.9
Carbon Monoxide
%CO
0
0
0
Nitrogen
%n2
79.1
79.1
79.1
Gas Molecular Weight, Dry
Md
28.836
28.84
28.84
Gas Molecular Weight, Wet
Ms
28.735
28.721
28.745
tic Pressure
Pg - in. H20
1.10
1.00
1.10
.stack Pressure
Ps
29.88
29.37
29.38
Stack Temperature
Ts - °F
49.0
46.0
54.7
Average Velocity Head
Ap - in H20
1.805
1.172
1.573
Gas Velocity
vs - ft./sec.
74.280
60.220
70.312
Stack Area
As - sq. ft.
1.069
1.069
1.069
Volumetric Air Flow, Actual
Qaw - ACFM
4,764
3,863
4,510
Volumetric Air Flow, Standard
Qsd - DSCFM
4,890
3,915
4,505
Isokinetic Sampling Rate
%l
87.4
105.4
91.2
Total Particulate Catch
Milligrams
1.9
1.4
2.3
PM >10 Particulate Catch
Milligrams
0.0
0.5
1.0
PM10 Particulate Catch
Milligrams
1.9
0.9
1.3
PM>2.5<10 Catch
Milligrams
0.7
0.9
0.4
PM2.5 Patriculate Catch
Milligrams
1.2
0.0
0.9
Total Arsenic Catch
Micrograms
0.0
0.0
0.0
PM >10 Arsenic Catch
Micrograms
0.0
0.0
0.0
PM10 Arsenic Catch
Micrograms
0.0
0.0
0.0
Concrete Production During Test
Cubic Yards I Test
49
69
64
Concrete Production During Test
Tons / Test
92.5
132.4
119.4
Concrete Production Rate
Tons/Hour
47.7
82.1
51.5
-------
Plant
City
State
Sampling Location
Total Particulate Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
PM10 Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
PM>2,5<1o Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
PM2S Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
Cut Sizes
PM10 Cut Diameter, (microns)
Gas viscosity, (micropoise)
Gas sampling rate, ACFM
Renoids number, (dimensionless)
nningham correction factor
A2.5 cut diameter, (microns)
PM2 5 cut diameter, (microns)
RMCC
Wake Forest
N.C,
Baghouse Outlet
WF-C-OUT-PRE4-1 WF-C-OUT-PRE4-2 WF-C-OUT-PRE4-3 Average
gr/DSCF
Ib/hr
lb/ton
gr/DSCF
Ib/hr
lb/ton
gr/DSCF
Ib/hr
lb/ton
gr/DSCF
Ib/hr
lb/ton
D50-PM10
Qs
Nre
C
D5oNre<3162-PM:
D50 Nre>3162 - PM;
0.00064
0.02697
0.00057
0.00064
0.02697
0.00057
0.00024
0.00993
0.00021
0.00041
0.01703
0.00036
10.82
175.22
0.38
3173
1.06
2.28
2.28
0.00059
0.01983
0.00024
0.00038
0.01275
0.00016
0.00038
0.01275
0.00016
0.00000
0.00000
0.00000
10.96
174.28
0.37
3088
1.06
2.34
2.32
0.00068
0.02619
0.00051
0.00038
0.01480
0.00029
0.00012
0.00455
0.00009
0.00027
0.01025
0.00020
11.03
176.65
0.38
3025
1.06
2.38
2.34
0.00064
0.02433
0.00044
0.00047
0.01817
0.00034
0.00024
0.00908
0.00015
0.00022
0.00909
0.00019
10.94
175.39
0.38
3095
1.06
2.33
2.31
-------
CD
oo
Type of Mix
Central
Central
Central
Averages
Run Numbers
1
2
3

TEOM Fan ACFM
213
213
213
213
Array 1 Size, SQ FT
100
100
100
100
Array2Size, SOFT
40
40
40
40
Wind Speed Thru Array, MPH
1
2.7
2.5
2.07
Wind Speed Thru Array, FPM
88
237.6
220
181.9
ACFM Thru Arrays
12320
33264
30800
25461
Actual Cubic Meters of Gas Thru Arrays per Minute, ACM/M
349
942
872
721
Average PM10 Particulate Concentration, ug/mA3
18.8
16.4
57.9
31.0
Measured PM10 Emissions Thru Array, lb / Hour
0.0009
0.0020
0.0067
0.0032
Calculated TSP Emissions Thru Array, lb / Hour
0.0029
0.0053
0.0178
0.0087
Calculated PM2.5 Emissions Thru Array, lb / Hour
0.0003
0.0003
0.0010
0.0005
Calculated PM>2.5<10 Emissions Thru Array, lb/hour
0.0006
0.0018
0.0057
0.0027
PM10 Emissions, Array + Fabric Filter, Ib/hr
0,0278
0.0148
0.0215
0.0214
TSP Emissions, Array + Fabric Filter, Ib/hr
0.0298
0.0251
0.0440
0.0330
PM2.5 Emissions, Array + Fabric Filter, Ib/hr
0.0173
0.0003
0.0112
0.0096
PM>2.5<10 Emissions, Array + Fabric Filter, Ib/hr
0.0105
0.0145
0.0103
0.0118
Average Plant Production Levels During Tests, Tons/Hour
47.2
72.75
55.1
58.4
Total TEOM & Fabric Filter PM10 Emission Factor, lb/ton
0.00059
0.00020
0.00039
0.00039
Total TEOM & Fabric Filter TSP Emission Factor, lb/ton
0.00063
0.00035
0.00080
0.00059
Total TEOM & Fabric Filter PM2.5 Emission Factor, lb/ton
0.00037
0.000004
0.00)20
0.00019
Total TEOM & Fabric Filter PM>2.5<10 Emission Factor, lb/ton
0.00022
0.00020
0.00019
0.00020
Truck Hood PM10 Efficiency
99.6%
99.7%
98.7%
99.3%
System Collection Efficiency
86.7%
97.5%
95.7%
93.3%
Fabric Filter Inlet, Total Particulate Concentration, Ib/hr
0.6950
1.5389
1.3322
1.1887
Fabric Filter Outlet, Total Particulate Concentration, Ib/hr
0.0270
0.0198
0.0262
0.0243
Fabric Filter Total Efficiency
96.1%
98.7%
98.0%
97.6%
Total / PM10 Ratio for TEOM TSP Calc Ratio * Teom PM10 =TEOM TSP lb/ton
3.32
2.60
2.67
2.86
PM2.5 / PM10 Ratio for TEOM PM2.5 Calc Ratio * TEOM PM10 =TEOM PM2.5 lb/ton
0.29
0.13
0.15
0.19
PM<2.5>10 Ratio for TEOM
0.71
0.87
0.85
0.81
Fabric Filter Inlet, PM10 Particulate Concentration, Ib/hr
0.2094
0.5922
0.4987
0.4334
Fabric Filter Outlet, PM10 Particulate Concentration, Ib/hr
0.0270
0.0128
0.0148
0.0182
Fabric Filter PM10 Efficiency
87.1%
97.8%
97.0%
94.0%
Fabric Filter Inlet, PM2.5 Particulate Concentration, Ib/hr
0.0617
0.0799
0.0729
0.0715
Fabric Filter Outlet, PM2.5 Particulate Concentration, Ib/hr
0.0170
0.0000
0.0103
0.0091
Fabric Filter PM2.5 Efficiency
72%
100%
86%
86.1%
Fabric Filter Inlet, PM>2.5<10 Particulate Concentration, Ib/hr
0.1477
0.5123
0.4258
0.3619
Fabric Filter Outlet, PM>2.5<10 Particulate Concentration, Ib/hr
0.0099
0.0128
0.0046
0.0091
-------
RMCC Wake Forest Truck Mix
Lbs/Hour
Truck Mix Array Fugitive Data
Total PM1Q
1	0.0084 0.0026
2	0.0465 0.012
3	0.0116 0.004
Arsenic, ug/mg
Total PM10
0.0382 0.0688
0.0335 0.0733
0.0667 0.1151
lbs/hour arsenic
Total	PM10
3.21 E-07 1.79E-07
1.56E-06 8.80E-07
7.74E-07 4.60E-07
Truck Mix Baghouse Outlet Data
Total PM10
1	0.021413 0.02141
2	0.013874 0.00416
3	0.021103 0.02110
Arsenic, ug/mg
Total PM10
0.0382 0.0688
0.0335
0.0667
0.0733
0.1151
lbs/hour arsenic
Total	PM10
8.18E-07 1.47E-06
4.65E-07 3.05E-07
1.41E-06 2.43E-06
Total Truck Mix Emission Factors
Ib/hr	Total PM10
1	1.14E-06 1.65E-06
2	2.02E-Q6 1.18E-06
3	2.18E-06 2.89E-06
lb/ton Total	PM10
1	1.69E-08 2.45E-08
2	1.01 E-07 5.91 E-08
3	4.31 E-08 5.71 E-08
Averages
1.78E-06 1.91E-06
5.36E-08
4.69E-08
RMCC Wake Forest Central Mix
Lbs/Hour
Array Fugitive Data
Central Mix Total PM10
1	0.0029 0.0009
2	0.0053 0.002
3	0.0178 0.0067
Arsenic, ug/mg
Total PM10
0.0309 0.0196
0.0341 0.0328
0.0301 0.0307
Total	PM10
lbs/hour arsenic
8.96E-08 1.76E-08
1.81 E-07 6.56E-08
5.36E-07 2.06E-07
Central Mix Baghouse Outlet Data
Total PM10
1	0.026966 0.026966
2	0.019828 0.012747
3	0.026188 0.014802
^£5
Total Central Mix Emission Factors
ib/hr	Total PM10
1	9.23E-07 5.46E-07
2	8.57E-07 4.84E-07
3	1.32E-06 6.60E-07
Arsenic, ug/mg
Total PM10
0.0309 0.0196
0.0341
0.0301
0.0328
0.0307
lbs/hour arsenic
Total	PM10
8.33262E-07 5.2854E-07
6.76138E-07 4.1809E-07
7.88253E-07 4.5442E-07
lb/ton Total	PM10
1.96E-08 1.16E-08
1.18E-08 6.65E-09
2.40E-08 1.20E-08
Averages
1.03E-06 5.63E-07
1.85E-08
1.01 E-08
NOTE Production Average from inlet and outlet sample times
Lbs/Tons
Tons	Total PM10
67.4 4.76E-09 2.65E-09
20.05 7.77E-08 4.39E-08
50.6 1.53E-08 9.10E-09
Lbs/Tons
Tons	Total PM10
67.4 1.21 E-08 2.19E-08
20.05 2.32E-08 1.52E-08
50.6 2.78E-08 4.80E-08
AP-42 lb As/Ton Concrete
% (RMC/AP-42)*100
1.16E-06	4.6%
Lbs/Tons
Tons	Total PM10
47.2 1.90E-09 3.74E-10
72.75 2.48E-09 9.02E-10
55.1	9.72E-09 3.73E-09
Lbs/Tons
Tons	Total PM10
47.2	1.77E-08 1.12E-08
72.75 9.29E-09 5.75E-09
55.1 1.43E-08 8.25E-09
AP-42 lb As/Ton Concrete
% (RMC/AP-42)*100
-------
Plant Name: Ready Mixed Concrete Company
Client: National Ready Mixed Concrete Association
Job No.: 877	Citv/State: Wake Forest NC
Date
C&3-
Personnel :TTB fLot 3-
tt'X
Truck fry -*¦

7~, rt-
T^i
t/T
Time
In/Out
Water
Truck V
Cement
Truck V
Visible
Emissions in
5%
Increments
Silt Sample
Taken V



O



f
0

fo(

i/
0

09O9/9?/C

s
6

69Xf-/o931

s
0

too \

1/
0

1032/15 
-------
Plant Name: Ready Mixed Concrete Company
Client: National Ready Mixed Concrete Association
Job No.: 877	Citv/State: Wake Forest. NC Personnel :TTB
Date iZ/ljlZj		I
?
€
Time
In/Out
Water
Truck V
Cement
Truck V
Visible
Emissions in
5%
Increments
Silt Sample
Taken V
^llo0S9
MM

6
iJfA
ol+o/elsr

1/
O





O


/.
oVT>t/&r/4-


o


/


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~
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LD^l) ^
-------
Plant Name: Ready Mixed Concrete Company
Client: National Ready Mixed Concrete Association	n -»
Job No.: 877 / ¦?/,,/ Citv/State: Wake Forest. NC	Personnel :TTB K*>* -3
Date / 2////p/ 3	( ti.'y
dec,nSj>i}l
13/f
Time
In/Out
Water
Truck V
Cement
Truck V
Visible
Emissions in
5%
Increments
Silt Sample
Taken V
Illi/atS

i/
o

< /
123*//Z 4}

/
€>

tl4s/nc>*

<* Toe/e/ op
It 4~f + A,
J she
f 3 i

ts
&



iS
r>



i/
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H+o/'+t?

*/
0

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"7rvc,k
ZZ/G
a 2 if
~2~e> 2. ?
Zll^
2 2 tc
2^/4
I u
1^
IE
Vh
-------
Method 2 - Air Control Techniques, P.O. Date
1
Identification Information
Client
Plant Name
City
y k VkU>
Job#
Process
State
—* "*-~f


CMo\ MS *

q£—
Sampling Location and Port Information
Unit#
Sampling Location
Barometric Pressure, in. Hg
02%
C02,%
h2o,%
iW
.	Utrf
•2Q<\
a
a.g
Pitot ID
PitotCoeff. (Cp)
TC ID
Duct/Stack Dia., in.
Static Pressure, in. WC|4-Q.Q^
Leak Checks & Physical Condition
Pre
Post


3^

Measurement Data

Point
Angle
Temp.
cn si*
5r°f
D$oo
5rt^er
\*3H®
5t*f


L.
2>oo

r
*>


L
•*-o5^
t.
•5
2- ;Mr

t
.35" O
M-.S'
\ -*r


3o#

ZL.



T



























it




-re^
42^,4
2T2-
A 5

M
r>"1

X.

L .
?©o

l

«v?m
Sis




























Average



SCFM (Qsd)
ACFM (Qaw)
jlocity. ft/Sec
Personnel
Notes


•S^H

Vs = 85.49 * Cp * {(AP avg) * (460 + ts) / (Ps * Ms))'
,0.5

-------
Method Run 1 Pre-Posi Central
Air Control Techniques EPA Method 2 Data Sheet
ACT Job Number
877

Client
National Ready Mixed Concrete Assoc.
ACT Run Number
Central Mix -1
Plant
Ready Mixed Concrete Company
Date
12/10/03

City/State
Wafe Forest, North Carolina
Gauge ID
ADM - 850
Location
TEOM Inle
tDuct

Pitot ID
Standard-18
Averages
4278
49


Thermocouple ID
TC-1



Temp





Point No.
FPM
Deg F





1
4300
45

Pre
Oxygen %
20.9

2
4405
45





3
4350
45


Carbon Dioxide %
0

4
4308
45





S
4204
52

Post
Moisture %
1.10

6
4107
52





7
4280
52


Stack Area sq.in.
7.06858

8
4271
52





9




Pbar
29.8

10







11




Static Pressure
0.91

12







13




Pitot Coef.
0.99

14







15




Start Time Pre/Post
7:56-13:<
0
16







17




Stop Time Pre/Post
8:00-13:4
3
18







19



Absolute Gas
Pressure Inches water
Ps»
29.87
20







21



Dry Mole Fraction of Gas
Mfd «
0.98903
22






23



Dry Molecular Weight of Gas lb/lb Mole
Md =
28.84
24






25



Wet Molecular Weight of Gas lb/lb Mole
Ms =
28.72
26



|


27



Average Gas Velocity ft/sec
vs =
72.35
28






29



Dry Volumetric Gas Flow Rate


30



at Standard Conditions SCFM
Qsd =
218
31






32



Wet Volumetric Flue Gas Flow Rate


33



at Stack Cond
tions ACFM
Qaws
213
34







35







36







37







38







39







40







41







42















-------
Method 2 - Air Control Techniques, P.C.
Date
g/»/a3
Identification Information
Client
Plant Name
City
Nwp-
Job#
Process
State


UMct
1B>rVtGBY7TOL

NC
Sampling Location and Port Information
Unit#
Sampling Location
Barometric Pressure, in. Hg
02%
C02|%
H20,%
m
2o
OS
Pitot ID
Pitot Coeff. (Cp)
TC ID
Duct/Stack Dia., in.
to
WW

Static Pressure, in. WC 4-0,^5
Leak Checks & Physical Condition
Pre
Post
zj'KS
V ix-


Measurement Data
Point
sw
d
|6H&
a
u
JL
Average
Angle	Ap
(degrees) (in. WC)
mt
mm
m
Temp.
(°F)
^5"

Si
2
w
SCFm (Qsd)
ACFMIQaw)
Velocity, Mjec
Personnel
Notes
Vs = 85.49 * Cp * ((AP avg) * (460 + ts) / (P5 * Ms))'
0.5
-------
Method Run 2 Pre-Post Central
Air Control Techniques EPA Method 2 Data Sheet
ACT Job Number
877

Client
National Ready Mixed Concrete Assoc.
ACT Run Number
Central Mix - 2-3
Plant
Ready Mixed Concrete Company
Date
12/11/03

City/State
Wafe Forest, North Carolina
Gauge ID
ADM-850
Location
TEOM Inlet
tDuct


Pitot ID
Standard-18
Averages
4506
50


Thermocouple ID
TC-1



Temp





Point No.
FPM
Deg F





1
4393
45

Pre
Oxygen %
20.9

2
4408
45





3
4428
45


Carbon Dioxide %
0

4
4395
45





S
4403
54

Post
Moisture %
0.98

6
4560
54





7
4630
54


Stack Area sq.in.
7.06858

8
4837
54





9




Pbar
29.8

10







11




Static Pressure
0.91

12







13




Pitot Coef.
__

14







15




Start Time Pre/Post
7:56-13:4
to
16





I
17




Stop Time Pre/Post
8:00-13:4
(3
18



|


19



Absolute Gas Pressure inches water
Ps =
29.87
20



|


21



Dry Mole Fraction of Gas
Mfd =
0.99016
22



I


23



Dry Molecular Weight of Gas Ib/ib Mole
Md =
28.84
24







25



Wet Molecular Weight of Gas ib/lb Mole
Ms =
28.73
26



J


27



Average Gas Velocity ft/sec
vs =
73.43
28






29



Dry Volumetric Gas Flow Rate


30



at Standard Conditions SCFM
Qsd =
222
31






32



Wet Volumetric Flue Gas Flow Rate


33



at Stack Cond
tionsACFM
Qaw«
216
34







35







36







37







38







39







40







41







42















Page 4
-------
APPENDIX B3
S.T. WOOTEN CENTRAL MIX
FIELD DATA SHEETS
-------
Method 1 - Air Control Techniques, P.O.
Date

¦Client
'Job #
Plant Name
State
City
Sampling Location

fr>Tl
<6-r (Oopf^T
o

No. of Ports Available
No. of Ports Used
Port Inside Diameter, Inches
Distance From Far Walt To Outside Of Port, Inches
Nipple Length And/Or Wall Thickness, Indies
Depth Of Stack Or Duct, Inches
Stack Or Duct Width (if rectangular). Inches
Equiv. Diameter = 2DW/(D+W), Inches
Stack/Duct Area, Square Inches
(jt R2 or L x W)
Distance to Flow Disturbances
Diameters
3
=5
H

Upstream
Downstream
U51
i?*
s.isw
0.«f5-7
Point
Location Data
% of Duct
Depth
Distance From
Inside Wall
Distance From
Outside of Port
Point
1
4.M
O Jo I lo
aNv
2
i4.b
"2. • 041-

7. W
3




4
-ifi.H
^•85*4


5
©3".4


6



7



8



9



10



11



12



13



14



15



16



17



18



19



20



21



22



23



24



25



Diameters
Velocity
UP
Down
Particulate
12
1
1.75
12
12
6
15
16
16
5
1.25
20
16
2
0.5
24 or 25
Note: If more than 8 and 2 (Hamsters and duct diameter

is greater than 12" and less than 24", usa B Of 9 points.

Location of Points in Circular Stacks or Ducts

4
f3
8
10
12
14
18
18
20
22
24
t
6.7
4.4
3.2
2.8
2.1
1,8
1.6
1.4
1.3
11
1.1
2
25,0
148
10.6
6,2
8.7
6,7
4,9
4.4
3,9
35
3.2
3
75.0
206
10.4
14.8
11.8
9.9
8,6
7.8
6.7
6,0
5.5
4
03.3
70.4
32.3
22.6
17.7
14.6
12-6
10.9
9.7
8.7
7.9
6

85.4
67.7
34.2
2S.0
20.1
16.9
14.8
12i9
11.8
10.6
6

95.6
80.6
65.8
35.6
26©
220
18.8
16.8
14,8
13.2
7


80.5
77.4
64.4
36.6
28,3
236
20.4
18.0
16.1
e

96.8
85.4
75.0
63.4
37.5
29.8
25.0
218
19.4
9

91.8
82.3
73.1
62.5
38.2
308
28.2
23.0
10
07.4
88.2
78.9
71.7
61.8
38.8
315
27.2
11

93.3
854
78.0
70.4
81.2
3*3
32.3
12
97.9
901
83,1
78.4
694
80,7
398
13

94.3
87.6
812
76.0
68.5
60.2
14
98.2
91,6
85.4
79.8
73.8
67.7
16

06.1
89.1
83.6
78.2
72.8
16
08.4
92.5
87.1
62.0
77.0
1?

958
90.3
854
80.6
18
98.6
93.3
88.4
83.9
19

96.1
91.3
868
20
98.7
94.0
89.5
21

96.5
92.1
22
96.9
94.5
23

96.8
24
96.9


Location of Points in Rectan
guiar Stacks or Duds

2
3
4
S
8
7
8
9
10
11
12
1
25
16.7
12.5
10.0
8.3
7.1
8.3
6.6
SO
45
4.2
2
76
SO
37.6
30,0
25
21.4
18.8
18.7
16,0
13.8
12.5
3

83.3
62.5
50.0
41.7
36.7
313
27.8
25.0
22.7
20.8
4

87.6
70.0
68.3
50
43.8
28.9
35.0
31.8
29.2
5

90.0
76
84.3
68.3
50
46.0
40.9
37.6
6

91,7
78 6
68.8
81,1
55.0
SO
45.8
7

92.9
81.3
72.2
85.0
59.1
54.2
8

93.8
83.3
75.0
66.2
82.6
8

94.4
85.0
77.3
70.8
10

95 0
86.4
79.2
11

96.6
87.6
12

968
0.0000 - 0.0625 - 0
0.0625 - 0.1875-1/8
0.1875-0.3125-1/4
0.3125-0.4375-3/8
0.4375 - 0.5625 -1/2
0.5625 - 0.6875 - 5/8
0.6875 - 0.8125 - 3/4
0.8125-0.9375-7/8
0.9375-1.0000-1
-------
PRELIMINARY INFORMATION
Plant Name
ST. Wooten Company
Date
3/2/2004
City, State
Raleigh, North Carolina
Project#
877
Personnel
DLS, TTB
# of Sampling Points
6
Test Location
Baghouse In
et
Pitot Coefficient (Cp)
0.84
Stack Dimensions
Pressures
Diameter of Stack (D)
14
in
Barometric Pressure 
-------
Combined Cyclone PM10 & PM2.5 Run Data Sheet
gfACC
Plant Name
City
State
Source Number
Sampling Location
Test Personnel
Meterbox ID
A H @
Gamma, y
Nozzle ID
Nozzle Diameter
Orsat/Fyrite

N?C>

f>i~3 frr~3
«oZQt2

omiP
o-n^3
Date
Start
Stop
Filter ID
5-el-oH

\o
o\o
Tare
CaTvort



Run ID
5*r-c-jk>
Condition

PRELIMINARY CHECKS AND DATA
Full Train Pretest Leak Check, ACFM
Partial Train Posttest Leak Check, ACFM
itynO
<0.02 or 4%
15
rtoo


{Remove cyclone sampling head before posttest leak check. Keep cyclone
head upright prior to recovery.) Do not leak check during port changes.
	A	B
Pitot Tube Pretest Leak Check
Pitot Tube Posttest Leak Check Bood <5. ~y»

®39£>g>..S"
Scopes'
Barometric Pressure, ln.,Hg.|2^.<\;fl Static Pressure, In. W.C.l-jsy
ACTUAL MO
Water Recovered, grams
C02 %
02%
STURE & GAS COMPOSITION
JD.

Moisture, %
Md_run
Mw run
¦^"4


Sampling Information
QA Checks
ro
t-*
o
Port
Point
Dwell
Time,
(Min.)
Elapsed
Time,
h:m:s
Meter
Volume
(ft3)
*P
(In. H20)
1755"
Meter
Temp. (°F)
m
Stack
Temp.,
(°P)
Sample
Train Vac.
(in. Hg)
Implnger
Exit Gas
Temp., (°F)
(in. H20)
Target c.-!E^-fte4-(
Averages

in. H20

°F
im3
0-H^
in H20
10!. 6 110.53 \2t3U
%
-------
Combined Cyclone PM10 & PM2.5 Run Data Sheet
Run ID
Condition
3T-C-X^

Plant Name
City
State
Source Number
Sampling Location
Test Personnel
£yv\CC
M c-
IAw

tx^r pr£
Date
Start
Stop
Trry
v^tTT
Meterbox ID
A H _
Gamma, y
Nozzle ID
Nozzle Diameter
Orsat/Fyrite


KStt-2-

Filter ID Tare
arrmi^



PRELIMINARY CHECKS AND DATA
Actual
Full Train Pretest Leak Check, ACFM
Partial Train Posttest Leak Check, ACFM
noQ
•QOC
Req'd
Vacuum
<0.02 or 4%
15
H
(Remove cyclone sampling head before posttest leak check. Keep cyclone
head upright prior to recovery.) Do riot leak check during port changes.
A	B
loofefigt- fo'
Pitot Tube Pretest Leak Check 	
Pitot Tube Posttest Leak Check fcpQoti & *1*
<* H
gagjpg.vy-
Barometric Pressure, ln.,Hg.|2R.QlS' Static Pressure, In. W.C.|—i-55*
ACTUAL MOt
STURE & GAS COMPOSITION |
Water Recovered, grams
C02 %
o2%
U-2-
Moisture, %
Md_run
Mw_run
*2.24 5"
n
-Z.ft.8H
¦zo.q



Sampling Information
QA Chocks
Port
Point
Dwell
Time,
(Min.)
Elapsed
Time,
h:m:s
Meter
Volume
(ft3)
*p
(In. H20)
Meter
Temp. (°F)
Stack
Temp.,
(*F)
Sample
Train Vac.
(in. Hg)
Impinger
Exit Gas
Temp., (°F)
(in. H20)
Target 


oM\
n.H \





&5-1
32-51



Ld vd
*2-
•51
r\H\
0-4\




"2-

HV 5 \


nn
r I
"2-
5U






\

5cizM



loin
¦Z.

OMI
©•4\






6*t:n
BZn.diA





















































































Total Run Time
ift:n


Total Voli
3
>
o
T1
23.





Averages
l.e&ns

(plptf

o

rn-5 lO./ctn 233
|Run
in. H20
°F
°F
in H20
% microns
-------
V
Combined Cyclone PMiO & PM2.5 Run Data Sheet
Plant Name
City
State
Source Number
Sampling Location
Test Personnel
Meterbox ID
AH@
Gamma, y
Nozzle ID
Nozzle Diameter
Orsat/Fyrite




Ov-j? t_£
Date
Start
Stop
Us!
AMo
gozoiZ
yzte 4
M3QC'
^qTZ.-'Z-
rviW


Filter ID Tare
3r\o\U




Run ID
•srr-c-tD
Condition

PRELIMINARY CHECKS AND DATA j

Actual Req'd Vacuum
Full Train Pretest Leak Check, ACFM
Partial Train Posttest Leak Check, ACFM
•nnn
< 0.02 or 4%
15
/).0OO

5
(Remove cyclone sampling head before posttest leak check. Keep cyclone
head upright prior to recovery.) Do not leak check during port changes.
A B
Pitot Tube Pretest Leak Check
Pitot Tube Posttest Leak Check
Gr&Ss



SnffO^l
\n:6M
7,2A Ssf
i.ZS"
m
(c&
"X-

0.4 \
D.4Z-




H

•2.^4^
pz&pim
l.^O

ys
*1**

r>.4\
r>.4"2-




3
fO-ep
-zx.'sL
<33351

-7«
(q\$
2-
5^
r>.4\
AMI-




1,

Hr.tff
031.40

-,q
GT/
Z.

cv4\
<^M\




1

dilMlp

rvKl
"?3>d
~io
¦2L.
LdO
a.4\
r>.4^






U'52-






















































































Total Run Time
1-qo:52>


Total Voli
jme, ACF
2H.652.





Averages
I-08132A
1R-o


oMl

-------
Method 4 - Air Control Techniques, P.C,
Date
3-o2--©4
Facility Information
Client
City, State

Job #
Condition

Hs j fOC*-





Sampling Information
Run Number
Sampling Date
Recovery Date
Personnel
j
1


3-o"^-o4


5-ea-o4-


-JT3
Balance Number
Balance Type
Balance Level
Recovery Area
M taoo

He-s

Location Moisture Data
Run Number
¦F"tUTt£-
Impinger # 1
Contents -
Final Weight, grams/mis
Initial Weight, grams/mis
Condensed Water, grams
Impinger # 2
Conents -
Final Weight, grams/mis
Initial Weight, grams/mis
Condensed Water, grams
Impiner # 3
Contents -
Final Weight, grams/mis
Initial Weight, grams/mis
Condensed Water, grams
Silica Gel
Final Weight, grams
Initial Weight, grams
Adsorbed Water, grams
Jl


i .—I
1 ll.M
| OD .4
1o4.\
-i arm
3.-1

3,-f

fcnf?

kn.t

Grmt
cn°\.o
O-l
o¦ ^
© *1
5"i o Ap


6*1 C>«"2—
n.(*

q. H
1.2.
o-o


SHo.Lp

sn.5*

mo.u
6L to

-2..1
Total Water, grams!
n-z- 11 $
Vm(std) = Volume of gas sampled at standard conditions (dscf)
Vm(std) = ((Gamma * 17.64 * Vm * (Fbar + (A H /13.6))) / (Tm + 460)
Vwc(std) = volume of water vapor at standard conditions (scf)
Vwc(std) = (0.04715) * (weight of water collected (g))
Bws = Mole fraction of water vapor
Bws = Vwc(std) / (Vm(std) + Vwc(std))
Percent Moisture = 100 * Bws
-------
Plant
City
State
Sampling Location
PARAMETER
Sampling Location
Date
Run Time
Nozzle Diameter
Pitot Tube Coefficient
Meter Calibration Factor
Barometric Pressure, inches Hg
Meter Box Pressure Differential
Volume of Gas Sampled
Dry Gas Meter Temperature
Volume of Gas Sampled, Dry
Liquid Collected
Volume of Water Vapor
Moisture Content
Saturation Moisture
Dry Mole Fraction
Carbon Dioxide
Oxygen
Carbon Monoxide
Nitrogen
Gas Molecular Weight, Dry
s Molecular Weight, Wet
static Pressure
Stack Pressure
Stack Temperature
Average Velocity Head
Gas Velocity
Stack Area
Volumetric Air Flow, Actual
Volumetric Air Flow, Standard
Isokinetic Sampling Rate
Total Particulate Catch
PM >10 Particulate Catch
PM10 Particulate Catch
PM>2.5<10 Catch
PM2.5 Patriculate Catch
Total Arsenic Catch
PM >10 Arsenic Catch
PM10 Arsenic Catch
Concrete Production During Test
Concrete Production During Test
Concrete Production Rate
PM10 Arsenic Concentration
TSP Arsenic Concentraion
ST. Wooten
Raleigh
North Carolina



Baghouse Inlet



NOMENCLATURE
ST-C-IN-PRE4-1
ST-C-IN-PRE4-2
ST-C-IN-PRE4-3

3/2/2004
3/2/2004
3/2/2004
Theta
60.769
59.290
60.867
inches
0.145
0.145
0.145
Cp
0.840
0.840
0.840
Y
0.997
0.997
0.997
Bp - in Hg
30.0
30.0
30.0
AH - in, H20
0.420
0.410
0.410
Vm - cu. ft.
24.507
23.656
24.552
Tm-T
69.500
76.167
78.000
Vmstd - cu. ft.
24.414
23.272
24.072
ml
9.800
11.200
7.500
Vwstd - cu. ft.
0.461
0.527
0.353
%H20
1.854
2.215
1,445
%HzO
2.003
2.185
2.198
Mfd
0.981
0.978
0.986
%co2
0
0
0
%02
20.9
20.9
20.9
%CO
0
0
0
%n2
79.100
79.100
79.100
Md
28.836
28.836
28.836
Ms
28.635
28.599
28.679
Pg - in. H20
-1.550
-1.550
-1.550
Ps
29.836
29.836
29.836
Ts - °F
63.8
66.3
66.5
Ap - in H20
1.076
1.051
1.081
vs - ft./sec.
58.329
57.813
58.576
As - sq. ft.
1.069
1.069
1.069
Qaw - ACFM
3741
3708
3757
Qsd - DSCFM
3691
3628
3703
%l
101.1
100.4
99.2
Milligrams
673.0
718.4
625.9
Milligrams
511.8
595.1
346.0
Milligrams
161.2
123.3
279.9
Milligrams
147.2
112.9
263.6
Milligrams
14.0
10.4
16.3
Micrograms
20.85
28.81
53.60
Micrograms
11.40
19.95
21.60
Micrograms
9.45
8.86
32.00
Cubic Yards I Test
30
50
58
Tons/Test
56.9
94.9
109.5
Tons/Hour
56.2
96.1
106.0
ug/mg
0.0586
0.0719
0.1143
ug/mg
0.0310
0.0401
0.0856
ST-C-IN-PRE4-1,2,3
-------
Plant
City
State
Sampling Location
Total Particulate Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
Total Arsenic Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
PM10 Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
PM10 Arsenic Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
PM>2.53162-PM2
ST-C-IN-PRE4-1 ST-C-IN-PRE4-2 ST-C-IN-PRE4-3
0.42541
13.45794
0.23940
0.0000132
0.0004169
0.0000074
0.10190
3.22351
0.05734
0.0000060
0.0001890
0.0000034
0.09305
2.94355
0.05236
0.00885
0.27996
0.00498
10.52
178.11
0.41
3222
1.07
2.19
2.21
0.47638
14.81590
0.15424
0.0000191
0.0005942
0.0000062
0.08176
2.54287
0.02647
0.0000059
0.0001827
0.0000019
0.07487
2.32839
0.02424
0.00690
0.21448
0.00223
10.66
178.44
0.40
3150
1.07
2.25
2.24
0.40127
12.73588
0.12017
0.0000344
0.0010907
0.0000103
0.17944
5.69543
0.05374
0.0000205
0.0006511
0.0000061
0.16899
5.36376
0.05061
0.01045
0.33167
0.00313
10.68
179.05
0.40
3147
1.07
2.25
2.25
ST-C-IN-PRE4-1,2,3
-------
Type of Mix
Central
Central
Central
Averages
Start Time
910
1112
1304
N/A
Stop Time
1010
1212
1405
N/A
Number of Stops
0
0
0
N/A
Test Date
3/2/2004
3/2/2004
3/2/2004
N/A
Run Numbers
1
2
3

Array 1 Size, SQ FT
100
100
100
100
Array 2 Size, SQ FT
40
40
40
40
Wind Speed Thru Array, MPH
6.98
8.20
2.69
5.96
Wind Speed Thru Array, FPM
614.6
722.0
237.0
524.5
ACFM Thru Arrays
86038
101084.6
33184.52
73436
Actual Cubic Meters of Gas Thru Arrays per Minute, ACM/M
2437
2863
940
2080
Average PM10 Particulate Concentration in Array, ug/mA3
80.8635
426.7028
402.6261
303.4
Measured PM10 Emissions Thru Array, lb / Hour
0.0261
0.1616
0.0501
0.0792
Calculated TSP Emissions Thru Array, lb / Hour
0.1088
0.9414
0.1119
0.3874
Calculated PM2.5 Emissions Thru Array, lb / Hour
0.0023
0.0136
0.0029
0.0063
Calculated PM>2.5<10 Emissions Thru Array, ib/hour
0.0238
0.1480
0.0471
0.0730
Array Average PM10 Particulate Concentration, grains/ACFM
0.0000
0.0002
0.0002
0.0001
PM10 Emissions, Array + Fabric Filter, Ib/hr
0.0374
0.1699
0.1724
0.1266
TSP Emissions, Array + Fabric Filter, Ib/hr
0.1562
0.9900
0.3855
0.5106
PM2.5 Emissions, Array + Fabric Filter, Ib/hr
0.0032
0.0143
0.0100
0.0092
PM>2.5<10 Emissions. Array + Fabric Filter, Ib/hr
0.0342
0.1556
0.1624
0.1174
Average Plant Production Levels During Tests, Tons/Hour
56.2164
96.0559
105.9796
86.1
Flow Rate In Fabric Filter Outlet Duct, ACFM
3775.15
3775.15
3775.15
3775.2
Flow Rate in Fabric Fitter Outlet, ACM/M
106.914
106.9145
106.9145
106.9
Average PM10 Particulate Concentration in Fabric Filter Outlet TEOf
802.446
589.484
8650.764
3347.6
Measured PM10 Emissions in Fabric Filter Outlet, lb / Hour
0.01135
0.008337
0.12234
0.0
Calculated TSP Emissions in Fabric Filter Outlet, lb / Hour
0.04738
0.048572
0.273572
0.1232
Calculated PM2.5 Emissions in Fabric Filter Outlet, lb / Hour
0.00099
0.000703
0.007124
0.0
Calculated PM>2.5<10 Emissions in Fabric Filter Outlet, Ib/hour
0.01036
0.007633
0.115216
0.0
Total Fugitive & Fabric Filter PM10 Emission Factor, lb/ton
0.00067
0.00177
0.00163
0.00135
Total Fugitive & Fabric Filter TSP Emission Factor, lb/ton
0.00278
0.01031
0.00364
0.00557
Total Fugitive & Fabric Filter PM2.5 Emission Factor, lb/ton
0.00006
0.000149
0.00009
0.00010
Total Fugitive & Fabric Filter PM>2.5<10 Emission Factor, lb/ton
0.00061
0.00162
0.00153
0.00125
Truck Hood PM10 Efficiency
99.2%
94.0%
99.1%
97.5%
System Collection Efficiency
98.8%
93.3%
97.0%
96.4%
Fabric Fitter Inlet, Total Particulate Concentration, Ib/hr
13.46
14.82
12.74
13.67
Fabric Filter Total Efficiency
99.65%
99.67%
97.85%
99.06%
Total / PM10 Ratio for Fugitive TEOM TSP Calc from Inlet Pre4s
4.17
5.83
2.24
4.08
PM2.5 / PM10 Ratio for Fugitive TEOM PM2.5 Calc from Inlet Pre4s
0.09
0.08
0.06
0.08
PM<2.5»10 / PM10 Ratio for Fugitive TEOM from Inlet Pre4s
0.91
0.92
0.94
0.92
Fabric Filter Inlet, PM10 Particulate Concentration, Ib/hr
3.224
2.543
5.695
3.821
Fabric Filter PM10 Efficiency
99.65%
99.67%
97.85%
99.06%
Fabric Filter Inlet, PM2.5 Particulate Concentration, Ib/hr
0.2800
0.2145
0.3317
0.2754
Fabric Filter PM2.5 Efficiency
99.6%
99.7%
97.9%
99.1%
Fabric Filter Inlet PM»2.5<10 Particulate Concentration, Ib/hr
2.944
2.328
5.364
3.5452
-------
Arsenic Emissions
Total Part, Fabric Filter Outlet
Total Part, Fugitives
TSP Arsenic Emission Factors
PM10, Fabric Filter Outlet
PM10, Fugitives
PM10 Arsenic Emission Factors
ro
0.0401
0.0856
0.052
Total, ug/mg
0.0719
0.1143
0.082
PM10, ug/mg
0.997
0.979
0.991
Fabric Filter Efficiency
0.940
0.991
0.975
Hood Efficiency
14.816
12.736
13.670
Fabric Filter Total PM Inlet
2.543
5.695
3.821
Fabric Filter PM10 Inlet
4.86E-02
2.74E-01
0.12317
Lbs/hour Total PM in fabric filter oi
4.86E-02
2.74E-01
1.23E-01
Lbs/hour Total PM in fabric filter oi
1.95E-06
2.34E-0S
8.95E-06
Lbs/hour arsenic in Total PM
8.852E-01
1.109E-01
3.68E-01
Lbs/hour Total PM in fugitives
3.55E-05
9.50E-06
1.61E-05
Lbs/hour arsenic in Fugitive PM
3.74E-05
3.291-05
2.51 E-05
Lbs/hour arsenic emitted
3.90E-07
3.11E-07
2.62E-07
Lbs/Ton
0.008337
0.122340
4.73E-02
Lbs/hour PM10 PM in fabric filter c
5.99E-07
1.40E-05
5.08E-06
Lbs/hour As in fabric filer outlet
0.151927
0.049616
7.58E-02
Lbs/hour PM10 in Fugitives
1.09E-05
5.67E-06
6.04E-06
Lbs/hour As in Fugitives
1.15E-05
1.97E-05
1.11 E-05
Lbs/hour As
1.20E-07
1.85E-07
1.15E-07
Lbs/ton
AP-42 Central Mix Total PM - lbs/ton
1.87E-08
Percent of AP-42
1401%
-------
Method 1 - Air Control Techniques, P.C.
Date
3-0 t—O^
(Client
(Job#
/jpiant Name



<8-1-7

Diameters

•5-r UJ otrr&jJ

Velocity
UP
Down
Particulate
State
City
Sampling Location
k)C

12
7
1.75
12


12
6
1.5
16
fr fitGiw TCotA

16
5
1.25
20

i i

18
2
0-5
24 or 25


Nolo: If more than 8 and 2 diametera and dud diameter
is greater than 12" and less than 24", use 8 or S points.
No. of Ports Available
No. of Ports Used
Port Inside Diameter, Inches
Distance From Far Wall To Outside Of Port, Indies
Nipple Length And/Or Wall Thickness, Inches
Depth Of Stack Or Duct, Inches
Stack Or Duct Width (if rectangular), Inches
Equiv. Diameter = 2DW/(D+W), Inches
Stack/Duct Area, Square Inches
\




i


_ Location of Points in Circular Stacks or Ducts
t

A *
8
8
10
12
14
18
18
20
22
24
3W
1
87
4.4
3.2
2.8
2.1
1.8
1.8
1.4
1.3
1.1
1.1
Y©
2
25.0
148
10,8
8.2
6.7
8.7
4.9
4.4
as
3.5
3.2

3
75.0
296
19,4
14.8
11.8
9.9
85
7.6
8.7
8.0
6.5


4
93.3
70.4
32.3
22 6
17.7
14.8
12.5
10.0
9,7
&7
7.9
.	
5
o
85.4
67.7
34.2
25.0
20.1
16.9
14.6
12.9
11.8
10.5
I.O
6
05.6
80.6
66.8
35.6
26.9
22.0
18.8
16.5
14.6
13.2
(ti R2 or L x W)


7

89.5
77.4
64.4
36.6
283
23.6
20.4
18.0
16.1

Upstream Downstream
8
96.8
85.4
75.0
63.4
37.5
29.6
25.0
21.8
19.4
Distance to Flow Disturbances
Diameters
-2.\»
tn11

8

91.8
82-3
73,1
62.5
38,2
30.8
26.2
23.0
¦n
Q
10
97.4
882
79.9
71.7
81.8
38.8
31.5
27.2

11

93.3
85.4
78.0
70.4
612
39.3
32.3


12
97,9
90.1
831
76.4
88,4
60.7
39.8
Point
location Data

13

94.3
87.8
612
76.0
68.5
60.2
% of Duct
Depth
Distance From
Inside Wail
Distance From
Outside of Port

14
98.2
91.5
85.4
79.8
73.8
87.7
Point
15

95.1
89.1
835
78.2
72.8
1
u.n
.ZDl
3/a" -

16
98.4
925
87.1
82.0
77.0
2

ns
Wft


17

956
90.3
85.4
80.6
3
Iff. o
log
sn

18
98.6
93.3
88.4
83.9
4
lh.3
i»rm


19

96.1
91.3
86.8
5




20
98.7
94.0
89.5
6




21

96.5
92.1
7




22
98.9
94.5
8




23

96.8
9




24
98.9
10




11



12





Location of Points in Rectani
gular Stacks or Ducts
13




2
3
4
5
6
7
8
9
10
11
12
14




1
28
16.7
12.5
10.0
8.3
7.1
6.3
5.6
5.0
4.5
4.2
15



2
75
50
37.5
30.0
25
21,4
18.8
16.?
16,0
13.6
12.5
16




3

83.3
82.5
60.0
41.7
35.7
31.3
27.8
25.0
22.7
20.8
17




4

87.5
70.0
58.3
50
43.8
28.8
35.0
31.8
29.2
18




5

90.0
7S
84.3
56.3
50
45,0
40.9
37.5
19




6

91,7
78-8
68.8
81.1
56.0
50
45.8
20




7

929
81.3
722
65 0
59.1
54.2
21




8

93,8
833
75.0
68.2
62.6
22




9

94.4
85.0
77.3
70.8
23




10

95.0
86.4
79.2
24




11

95.6
87.5
25




12

95.8
0.0000 - 0.0625 - 0
0.0625 - 0.1875 - 1/8
0.1875-0.3125- 1/4
0.3125-0.4375-3/8
0.4375-0.5625- 1/2
0.5625 - 0.6875 - 5/8
0.6875-0.8125-3/4
0.8125 - 0.9375 - 7/8
0.9375-1.0000-1
-------
Method 1 - Air Control Techniques, P.C.
Date
3-al-Q-
Client
Job#
Rant Name
State
City
Sampling Location
RMcs


%-r7

Diameters

Sr- uJoo-^LbJ

Velocity
UP
Down
Particulate
pc_

12
7
1.76
12



12
6
1,5
16

SW HoO£-<* "TCotW

16
5
1.25
20



16
2
0.5
24 or 25


Note: II more than 8 and 2 diameters and duct diameter
is greater than 12" and less than 24", use 8 or 0 points.
No. of Ports Available
No. of Ports Used
Port Inside Diameter, Indies
Distance From Far Wall To Outside Of Port, Inches
Nipple Length And/Or WaB Thickness, Inches
Depth Of Stack Or Duct, Indies
Stack Or Duct Width (if rectangular), Inches
Equiv. Diameter * 2DW/(D+W), Indies
Stack/Duct Area, Square Inches
1


1


Location of Points in Circular Stacks or Ducts


4
fa
8
10
12
14
16
18
20
22
24

1
8,7
4,4
3.2
2.6
2.1
18
1.6
1.4
1.3
1.1
1.1

2
2S.0
14.8
10,8
8.2
6.7
6.7
4.9
4.4
3.9
3,5
3.2


3
78.0
298
19.4
14,6
11.8
9.9
8.5
7,5
8.7
8.0
5.5

4
93.3
70.4
32.3
22.6
17,7
14.6
12.5
10.9
9.7
a?
7.9
*—~

5

85.4
07,7
342
26.0
20.1
16.9
14.8
12.9
11.8
1Q.5
153l®v
20
98.7
94.0
89.5
6
QS'to
13.3B4
13 V
21

96.5
92.1
7



22
98.9
94 5
8



23

96.8
9



24
98.9
10





11




12





Location of Points in Redan
guiar Stacks or Duels
13




2
3
4
6
6
7
8
e
10
11
12
14




1
25
16.7
12.5
10.0
8.3
7,1
6.3
6.8
6.0
4.5
4.2
15




2
76
SO
37.6
30.0
26
21.4
18.8
16.7
18.0
13.6
12.5
16




3

83,3
62.5
50.6
41.7
367
31.3
27,8
26.0
22.7
20.8
17



4

87,5
70.0
68.3
60
438
289
36.0
31.8
29.2
18



8

80.0
75
84.3
66.3
50
46,0
40.9
37.5
19




6

81.7
78 6
68.8
61.1
56.0
60
45,8
20




7

929
81.3
72.2
65.0
69.1
54.2
21



e

93.8
83.3
750
68.2
62.5
22




fi

94.4
86.0
77.3
70.8
23




10

96,0
86,4
79.2
24




11

96,6
87.6
25




12

95.8
0.0000 - 0.0625 - 0
0.0625-0.1875-1/8
0.1875-0.3125-1/4
0.3125 - 0.4375 - 3/8
0.4375 - 0.5625-1/2
0.5625 - 0.6875 - 5/8
0.6875 - 0.8125 - 3/4
0.8125-0.9375-7/8
0.9375- 1.0000-1
-------
AS
3fo?
Sfd?



_

J "V

Plant Name
Sf.JOasteKi
Date
3/2^M
City, State
RaledK J NC
Project #
9¥t
Personnel
¦na if -S
Pitot Identification
&*>ie smrtbf
Test Location
Sae
Pitot Coefficient (Cp)

¦;- StackDimenslons. n'-';
- '- i Pressures4 m ^
Diameter of Stack (0)
Mzo
in
Barometric Pressure (Pb)

in Hg
Width of Stack (W)
|
in
Static Pressure (Pg)

in HzO
Area of Stack (As)
4/
ft2
Absolute Stack Pressure (Ps)
MM
in Hg

/risMM
Gas Composition
Carbon Dioxide (%C02)
0
Moisture Content (Bws)
I °/o
%
Oxygen <%02)
7pA
Dry Molecular Weight (Md)
1S.9H
ib/lb-moie
Nitrogen Concentration (%Nz)

Wet Molecular Weight (Ms)

Ib/lb-mole
Start
8^5
83*
End


mi
OStt1
jDk.
Sa(nf\&
Duc^-
tfi>w
10.21#
IH'liK
w
for^\<3u)
Pitot Tube Leak Checks
A
B
Port
Point
Angle,0
PRE AP, in HaOPsf
Temp. °F
ft/sec
n 1
I
NM
3^25
i\*>
62
65

W
z.
a


mo
H \ft
62
6s
tf.B
2^5
3
3


mi
M 6%l
£2
65"



r

r
HZBl

62
65


AM6r


1012
wf

65
p.m.!



itmm m.53





mm h.5m











Bcmpmr Zdo.t°i





rnpft ?dsr 4.55























&£. fe>5+


/H
t
n/a
3131-
3SS?
6*
65
a*
m
Z
X


MS3
3135
62
6?
fehl
W
3
3



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(pL

m
m
H



5855
3B0°i
6>z
^5
m
U
L

f
3^H

tf>Z.
^>5

fax
AV6



3W#
6i?
4>S

ax



ACFMP^e HD20.11





mm M H.MH





Acfmp^r





mpH kffT W


Average Angle, Degrees




Average Velocity Pressure



Average Gas Temperature (°F)



Average Stack Gas Velocity (ft/sec)
Actual Cubic Feet per minute (ACFM)
Dry Standard Cubic Feet per Minute (DSCFM)


, II
6*£
srmi^fr{
»2...H3'HC.
4- i.al ^
-------
Plant Name: ST lOC&TEN
Client: National Ready Mixed Concrete Association
Job No.: 877	Citv/State: fateigh , KlC
Personnel :TTB
Date .?/g/oM
Raw * I
srm
\D
\0'. \o
Time
In/Out
Water
Truck V
Cement
Truck V
visible
Emissions in
5%
Increments
Load #
fte/u+ifc
1hd<* Pbnrttt
SlO /"HlH


0
C.I&5




0



\p\°i

in-
o
CZII

















































































































































1




^0-^-25
C€rV)#vV U&& i#p5
Silffi.
-------
Plant Name:	Kl
Client: National Ready Mixed Concrete Association
Job No.: 877	City/State:	, k\C
Date
Personnel :TTB

START H'-i1
Time
In/Out
H2/U:ie
ii'i eAvz&
iHfc /iV-Sk
I2'.^/|Z||
Water
Truck V
Cement
Truck V

17
v/
Visible
Emissions in
5%
Increments
Load #
Tcuc,)(*fc
O
2Z»3
o
O
o
£h3
0

Qa.
<5fc?
lE'fc
-------
Plant Name: St- lOotfaM	
Client: National Ready Mixed Concrete Association
Job No.: 877	City/State: foAeiA.KlC	Personnel :TTB
Pate3/Z^	^
5M i3-f 1
5*0?
•jxe*A\>cai
Time
In/Out
Water
Truck V
Cement
Track V
Visible
Emissions in
5%
Increments
Load#
l&W/ttil
—
\y
o
CHB

13 >11/1317
-
\~s
o


13:22 /M8
—

n



—
V
o


l2>'.5o|B5fc
_

o
cu

IH'-bH/n-Ci.
—

n
c?£




































































































































R«Ntt3
-------
Plant Name: S7'Uk^Q4	
Client: National Ready Mixed Concrete Association
Job No.: 877	Citv/State:	Personnel :TTB
Pate3/,3^f' Time Sample Taken U-53- Sample Type Caftgftf
$ m
Pan Sieve or
Mesh Size
Tare Weight,
Grams
Sample +
Tare
Sample
Alone
% of Total
3" "^5 mm
5&l.i
5bl. J
-

Or?S"
553.^
652 Pi
—
—
bjolb" 85?^
415.2.
HI5.Z
-
_

^•8
mi
\383
m.i


38k 1
na .4
\d-6





Pan
330.f
53
lkt.5
ftA
Totals

346-1
\N>.0
A.)	Sample Weight Wet-Pan Weight -
B.)	Sample Weight Drv-Pan Weight =	33^1.8
C.) % Moisture = {(A-B)/A}*100
o.3%
Date 3^ Time Sample Taken K^'-CLp Sample TypejP[^_^5ii.
i£0Z>
Pan Sieve or
Mesh Size
Tare Weight,
Grams
Sample +
Tare
Sample
Alone
% of Total
IStm
Sot. 1
Sol]
—
—
0.1S" Hmn
552

—
-
0.0^'eso^^
41S.2.
HI 6X
I«6
0.3I
bjcxm" iS^m
m€>
355.5
5.?
^SLl.^2
ojo&Pi*
3H3.U

33-1
lo.J
1.




Pan
IV-H
(0*o\*L
38[.a
61/.
Totals

33U
l.fifl
A.)	Sample Weight Wet-Pan Weight
B.)	Sample Weight Drv-Pan Weight
C.)	% Moisture = {(A-B)/A}*100
-	HaD.6-l0^=33(.g
= ^1.1--1^- 3a&?
P.OA%
-------
Plant Name: Si- Idocst&N	
Client; National Ready Mixed Concrete Association
Job No.: 877 Citv/State:	Personnel :TTB
Pate3lzbt4 Time Sample Taken U Sample Type SftKiD
hW
I CD
4-ZCP
Pan Sieve or
Mesh Size
Tare Weight,
Grams
Sample +
Tare
Sample
Alone
% of Total

S£X>.%

—



"^f&QL32-8
—
,—
a. mf
Hl5l I
Soi.ft
86.^
R.3
l-tesy ISmh*
m*

355.0
W
0.0021"

33^4^-
1 3.2
o.l-

'¦asM



Pan

3?3.T
3.8

Totals

1183
w

A.)	Sample Weight Wet-Pan Weight
B.)	Sample Weight Dry-Pan Weight
C.)	% Moisture = {(A-B)/A}*100
g53.3-3ta.q-H83.H
M53.1
&3%
Dat	_Time Sample Takenll'lff Sample Type
3^3- fcHoo
Pan Sieve or
Mesh Size
Tare Weight,
Grams
Sample +
Tare
Sample
Alone
% of Total


-— 5D0.^


Os)£"
«k& 552£
**5.1
ua.3
\6.«

415:2.
W-5
5l3.1

0£Cfflu\Stop

35} .6
7.3
VI
Q.OMfl'lsim

3M/c.6
i.8
6.1





Pan

W.2
4.9
0.8
Totals

6.4^
\£M
A.)	Sample Weight Wet-Pan Weight =	**?"** f^" CSS-'b
B.)	Sample Weight Prv-Pan Weight
C.)	% Moisture = {(A-B)/A}*100	=	ll%
-------
APPENDIX B4
CHANDLER CONCRETE TRUCK MIX
FIELD DATASHEETS
-------
Method 1 - Air Control Techniques, P.C.
Date [3-lig-oH
Client
Job#
Plant Name
State
City
Sampling Location
MM CC

Note: if more than 8 and 2 diamteters and if duct dia.
is less than 24" use 8 or 9 points.
Diameters

©1-1
C rtA#JC>L££_ .


Velocity UP Down Particulate
~TKoLrr\£\U_£-

12 8 2 12


12 7 1.75 12

»

12 6 1,5 16
>
16 5 1.25 20


16 2 0.5 24 OF 25
No. of Ports Available
No. of Ports Used
Port Inside Diameter, Inches
Distance From Far Wall To Outside Of Port, Inches
Nipple Length And/Or Wall Thickness, Inches
Depth Oi Stack Or Duct, Inches
Stack Or Duct Width (if rectangular), Inches
Equiv. Diameter . 2DW/(D+W), Inches
Stack/Duct Area, Square Inches
1


I


Location of Points in Circular Stacks or Ducts
Li

4
r
8
10
12
14
16
18
20
22
24


1
6.7
4.4
3.2
2.6
2.1
1.8
1.6
1,4
1.3
1.1
1.1
i/e

2
25.0
146
10.6
8.2
6-7
5.7
4.9
4.4
3.9
3,5
3,2
IM

3
7S.0
29.6
19.4
14.6
11.8
9.9
8.5
7.5
6.7
6.0
5.5


4
93,3
70.4
32.3
22,8
17.7
14.6
12.5
10.9
9,7
8.7
7.9
		.

5

854
67.7
34.2
25.0
20.1
18.9
14.8
12.9
11.6
10.5


§
95.6
80.6
65.8
35.6
26.9
22.0
18.8
16.5
14.6
13.2
(it X R2 or L X W)


7

89.5
77.4
64.4
36.6
28.3
23.8
20.4
18.0
16.1

Upstream Downstream
8

96.8
85.4
75.0
63.4
37.5
29.6
25.0
21.8
19.4
Distance to Flow Disturbances
Diameters

2.ft"

9

91.8
82,3
mi
62.5
38.2
30.6
28.2
23.0
^ IZ..A5"
"2-

10
S7.4
88.2
79.9
71.7
61.8
38.8
31.5
27 J!

11

93.3
85.4
78.0
70.4
61.2
39.3
32.3


12
97,9
90.1
83.1
76.4
69.4
60.7
39.8
Point Location Data

13

94.3
87.8
81.2
75.0
68.5
60.2

% of Duct
Depth
Distance From
Inside Wall
Distance From
Outside of Port
14
98.2
91.5
85.4
79.6
73.8
67.7
Point
15

95.1
89.1
83.5
78.2
72.8
1
4.4
ft. Id\ln
314 "
18
98.4
92,5
87,1
82.0
77,0
2
IH-lp
"2-.CHM
2.y«'
17

95,6
90.3
85.4
80.6
3
"2A>L>
H-mM
4m4"
18
98.6
93.3
88.4
83.9
4
~lo.4

lo"

19

96.1
91.3
86.8
S

11 Ask


20
98.7
94.0
89.5
6
45-. (a
I3.SSM
13^2."
21

96.5
92.1
7



22
98.9
94.5
8



23

96.8
9



24
98.9
10




11





12





Location of Points in Rectan
gular Stacks or Ducts
13




2
3
4
5
6
7
8
9
10
11
12
14




1
25
16.7
12.5
10.0
8.3
7.1
6.3
5.6
5.0
4.5
4.2
15



2
76
50
37.5
30.0
25
21.4
18.8
18.7
15.0
13.6
12.5
16



3

83.3
62.5
50.0
41.7
35 7
31.3
27.8
25.0
22,7
20.8
17



4

87.5
70.0
58.3
50
43.8
28.9
35.0
31.8
29.2
18



5

90.0
75
64.3
56.3
50
45.0
40.9
37.5
19




6

91.7
78.6
68.8
61.1
55.0
50
45J
20




7

92.9
81.3
72.2
§5.0
59.1
54.2
21





8

93.8
83.3
75.0
68.2
62.5
22




9

94.4
85.0
77.3
70.8
23




10

95.0
86.4
792
24




11

95.5
87.5
25




12

95.8
0,0000-0.0625 - 0
0.0625-0,1875 -1/8
0.1875-0.3125 -1/4
0.3125-0.4375 - 3/8
0.4375-0.5625 -1/2
0.5625-0.6875 - 5/8
0.6875-0.8125 - 3/4
0.8125-0.9375 - 7/8
0.9375-1.0000-1
-------

CbMdkr CmrcM
JARY INFORMATION
Plant Name
Date
City, State
TfMtWIhl/A
Prolect #
S2i
Personnel
-1TB ,1)15
Pilot Identification
mA
Test Location
Pitot Coefficient (Cp)
0.84
Stack m
Pressures
Diameter of Stack (D)
in
Barometric Pressure (Pb)
ML
in Hg
Width of Stack (W)
in
Static Pressure (Pg)
in H2O
Area of Stack (As) \-Dfp°i
Carbon Dioxide (%CC>2)
Absolute Stack Pressure (Ps)
Moisture Content (Bws)
in Hg
%
Oxygen (%02)
iZQ/)
ST
Dry Molecular Weight (Md)
2s,es
Ib/lb-mole
Nitrogen Concentration (%Nz)
Wet Molecular Weight (Ms)
38
Ib/lb-mole
Start
om
End
PRELIMINARY TRAVERS
Pitot Tube Leak Checks
Port
Point
ff
Average Angle, Degrees
Angle,
JL
8
4H
Average Velocity Pressure
Ap, In H2O
12.
13

M.
0.8EL
Temp. F
n-
n
3^
3J
m
a.
ft/sec
\.cm
1EE
Average Gas Temperature (°F)
Average Stack Gas Velocity (ft/sec)
Actual Cubic Feet per minute (ACFM)
Dry Standard Cubic Feet per Minute (DSCFM)
^41
mr
MSL
-------
Combined Cyclone PM10 & PM2.5 Run Data Sheet
Plant Name
City
State
Source Number
Sampling Location
Test Personnel
Meterbox ID
A H @
Gamma, y
Nozzle ID
Nozzle Diameter
Orsat/Fyrite

—~n£.oti-t~\nu.EL
3S

TTi ,OwS
Date
Start
Stop

mi

a
lioXI

l-oa|g
lG~Tl-\


Filter ID Tare
crfioie



Run ID
I
£
1
p
Condition

PRELIMINARY CHECKS AND DAT.
Full Train Pretest Leak Check, ACFM
Partial Train Posttest Leak Check, ACFM
0i»3
< 0.02 or 4%
15



(Remove cyclone sampling head before posttest leak check. Keep cyclone
head upright prior to recovery.) Do not leak check during port changes.
	A	B
Pitot Tube Pretest Leak Check
Pitot Tube Posttest Leak Check
(JV



Barometric Pressure. ln.,Hg. "z€ •'7Q Static Pressure, In. W.C.I -3
ACTUAL MO,
STURE & GAS COMPOSITION
Water Recovered, grams
C02 %
02%
8o
Moisture, %
Md_run
Mw_run
1-SI8
O

-zo.q
-2&.(o~7


ro
rc
CD
\o.5o
Sampling Information
QA Checks
Port
Point
Dwell
Time,
(Min.)
Elapsed
Time,
h:m:s
Meter
Volume
(ft3)
*p
(in. HaO)
Meter
Temp. (°F)
Stack
Temp.,
(°F)
Sample
Train Vac.
(in. Hg)
impinger
Exit Gas
Temp., (°F)
1H
(in. H20)
Target 
iSn

5*7
3
?>lp
r?-1-
a
n MX*




luxj

2.2^ iq
625-lH

u\
31
3
stf*
c->4.%





,3>


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1^

3B
3
3-t

q.45*




~2_


fl33.o6
lao
fcn
3f?



0.45"




V
\\:sA.

gST.2-!
| MS"
ioln
55-7
3

O.M3
o-Hs*







mux*





















































































Total Run Time
Y*£'n


Total Voli
ime, ACF





MS
Averages
i-2
&& O
51.47

r».4>
-

IRun 1 J

in. H20
°F
°F
in H20
% microns
-------
Combined Cyclone PM10 & PM2.5 Run Data Sheet
Plant Name! C^pt^ Cr^c frail
City -"TTEau-rNLtu-fc
State) VA.
Run ID
TM-T-TiJ-P^-X
Condition

Source Number
Sampling Location
Test Personnel

-rre , DL1"
Date
Start
Stop
3-n-oj
Q°l l"1
13 2. \
Meterbox ID
AH @
Gamma, y
Nozzle ID
Nozzle Diameter
Orsat/Fyrite
1\CH1
t-~n^
l-Q&fc
[0l2-\
o-Bl

Filter ID Tare
QTIoPl




Actual
Req'd
Vacuum
Full Train Pretest Leak Check, ACFM
, OOO
<0.02 or 4%
15
Partial Train Posttest Leak Check, ACFM
d,&>i

&«
(Remove cyclone sampling head before posttest leak check. Keep cyclone
head upright prior to recovery.) Do not leak check during port changes.
	A	B
Pitot Tube Pretest Leak Check
Pitot Tube Posttest Leak Check
^-vCsQO Qjf-y
eoOf>CLH,V


Barometric Pressure, ln.,Hg.| ~2JR 710 1 Static Pressure, In. W.C.|-3, kO
WKBnHnKHB®&B£BKiiaffi^F8rGASlnnMPntmmmmHMKKHm
Water Recovered, grams I "-| r~\
Moisture, %
Md_run
Mw_run

co2% ^
-z«.5*

5#

5-I
n.4M
nML




u



1-2^
64

3
3


e^.n
MO



*>

n.44
D-H4




7-
!0.©£
3s:3?T

1.Bo
4
.5
5£>
n
2©5"

o-w

I&M \/a%> \JJJ 1
|Run 1 -Z.

in. H20
op
°F
in H20
% microns
V^3
STOf> e	^T&f ^	-S-Xby
-------
Combined Cyclone PM10 & PM2.5 Run Data Sheet
Run ID
-rV-T-TM- Pft£M-3
Condition

Plant Name
City
State
Source Number
Sampling Location
Test Personnel


3S

is ,-m&
Dateft-{g-eH
Start
Stop
r2.HO
IHSO
Meterbox ID
AH @
Gamma, y
Nozzle ID
Nozzle Diameter
Orsat/Fyrite
ibxi
I n\i~
I'QQb
l(T|2--
lQ.l$\

Filter ID Tare




Full Train Pretest Leak Check, ACFM
Partial Train Posttest Leak Check, ACFM
. CmS
< 0.02 or 4%
15
O.Qcd

Co
(Remove cyclone sampling head before posttest leak check. Keep cyclone
head upright prior to recovery.) Do not leak check during port changes.
	A	B
Pitot Tube Pretest Leak Check
Pitot Tube Posttest Leak Check
£rcsri: cf\

UH5




"1
O" '*~l
0 '




2-


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fa°\
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0
o
8=17.324





















































































Total Run Time
1*02-' oO


Total Volt
ime, ACF
2-M.cH
-------
Method 4 - Air Control Techniques, P. C. Date
3-n-o4
Facility information
Client
City, State

Job#
Condition
9,1-1
"TfcouT MI •




Sampling Information "XTM-Crr
Run Number
Sampling Date
Recovery Date
Personnel
—I 1
rV\M-5
Balance Number
Balance Type
Balance Level
Recovery Area
Vl \2ots
SHi-aH 4-ri-crf


3~n-o4 1



tm
Location Moisture Data
Run Number
Impinger # 1
Contents -
Final Weight, grams/mis
Initial Weight, grams/mis
Condensed Water, grams
Impinger # 2
Conents -
Final Weight, grams/mis
Initial Weight, grams/mis
Condensed Water, grams
Impiner # 3
Contents -
Final Weight, grams/mis
Initial Weight, grams/mis
Condensed Water, grams
Silica Gel
Final Weight, grams
Initial Weight, grams
Adsorbed Water, grams



AA-'s-

lAterr
0-"2-
"2..0


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lo&Q-lp
£?9^.o

A.H



2 .*4
(06 Z >*6"

Iool. Lp



0.1

Lo°Uen
hi
o*^~-
Let>1 -ST
9>^n.ip





.O
"r .M

©Iff
3.1
Total Water, grams

53
Vm(std) = Volume of gas sampled at standard conditions (dscf)
Vm(std) = ((Gamma * 17.64* Vm* (Pbar + (A H /13.6))) I (Tm + 460)
Vwc(std) = volume of water vapor at standard conditions (scf)
Vwc(std) = (0.04715) * (weight of water collected (g))
Bws = Mole fraction of water vapor
Bws = Vwc(std) / (Vm(std) + Vwc(std))
Percent Moisture = 100 * Bws
-------
Plant	Chandler Concrete
City	Troutville
State	Va.
Sampling Location	BH Inlet
PARAMETER	NOMENCLATURE TV-T-IN-Pre4-1 TV-T-IN-Pre4-2 TV-T-IN-Pre4-3
Sampling Location
Date

3/17/2004
3/17/2004
3/18/2004
Run Time
Theta
65.279
59.594
62.006
Nozzle Diameter
inches
0.131
0.131
0.131
Pitot Tube Coefficient
Cp
0.840
0.840
0.840
Meter Calibration Factor
Y
1.006
1.006
1.006
Barometric Pressure, inches Hg
Bp - in Hg
28.7
28.7
29.0
Meter Box Pressure Differential
AH - in. H20
0.430
0.440
0.440
Volume of Gas Sampled
Vm-cu. ft.
25.290
22.859
24.078
Dry Gas Meter Temperature
Tm -°F
68.000
63.667
72.000
Volume of Gas Sampled, Dry
Vmstd - cu, ft.
24.431
22.266
23.327
Liquid Collected
ml
8.000
4.700
5.300
Volume of Water Vapor
Vwstd - cu. ft.
0.377
0.221
0.249
Moisture Content
%H2Q
1.518
0.984
1.058
Saturation Moisture
%h2o
0.795
0.822
1.612
Dry Mole Fraction
Mfd
0.992
0.992
0.989
Carbon Dioxide
%C02
0
0
0
Oxygen
%o2
20.9
20.9
20.9
Carbon Monoxide
%C0
0
0
0
Nitrogen
%n2
79.100
79.100
79.100
Gas Molecular Weight, Dry
Md
28.836
28.836
28.836
as Molecular Weight, Wet
Ms
28.750
28.747
28.721
Static Pressure
Pg - in. Hz0
-3.600
-3.600
-3.700
Stack Pressure
Ps
28.435
28.435
28.728
Stack Temperature
Ts - °F
37.667
38.500
56.667
Average Velocity Head
Ap - in H20
1.288
1.270
1.357
Gas Velocity
vs - ft./sec.
63.582
63.208
66.190
Stack Area
As - sq. ft.
1.069
1.069
1.069
Volumetric Air Flow, Actual
Qaw-ACFM
4078
4054
4246
Volumetric Air Flow, Standard
Qsd - DSCFM
4079
4048
4122
Isokinetic Sampling Rate
%l
104.8
105.4
104.2
Total Particulate Catch
Milligrams
114.2
75.0
240:5
PM >10 Particulate Catch
Milligrams
58.9
39.6
152.1
PM10 Particulate Catch
Milligrams
55.3
35.4
88.4
PM>2.5<10 Catch
Milligrams
43.8
31.9
77.6
PM2.5 Patriculate Catch
Milligrams
11.5
3.5
10.8
Total Arsenic Catch
Micrograms
10.31
6.42
11.40
PM >10 Arsenic Catch
Micrograms
3.52
2.37
4.42
PM10 Arsenic Catch
Micrograms
6.79
4.05
6.98
Concrete Production During Test
Cubic Yards / Test
24.5
14.5
32.0
Concrete Production During Test
Tons / Test
50.092
31.869
63.697
Concrete Production Rate
Tons/Hour
46.04
32.09
61.64
PM10 Arsenic Concentration
ug/mg
0.1228
0.1143
0.0790
TSP Arsenic Concentraion
ug/mg
0.0903
0.0855
0.0474
TV-T-IN-PRE4-1,2,3
-------
Plant
City
State
Sampling Location
Total Particulate Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
Total Arsenic Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
PM10 Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
PM10 Arsenic Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
PM>2.53162 - PM2
10.83
172.07
0.38
3109
1.06
2.30
2.29
10.90
172.67
0.37
3076
1.06
2.33
2.30
10.90
176.97
0.39
3021
1.06
2.34
2.30
TV-T-IN-PRE4-1,2,3
-------
Type Vix
Truck
Truck
Truck
Averages
Start . ,e
717
917
1240
N/A
Stop Time
834
1321
1450
N/A
Test Date
3/17/2004
3/17/2004
3/18/2004
N/A
Number of Stops
2
3
3
N/A
Run Numbers
1
2
3

Array 1 Size, SQ FT
100
100
100
100
Array 2 Size, SQ FT
40
40
40
40
Wind Speed Thru Array, MPH
1.73
4.33
1.27
2.44
Wind Speed Thru Array, FPM
152.4
381.3
111.7
215.1
ACFM Thru Arrays
21330.15
53386.67
15644.44
30120
Actual Cubic Meters of Gas Thru Arrays per Minute, ACM/M
604
1512
443
853
Average PM10 Particulate Concentration in Array, ug/mA3
983.3709
495.2819
1511.207
996.6
Measured PM10 Emissions Thru Array, lb / Hour
0.0786
0.0991
0.0886
0.0887
Calculated TSP Emissions Thru Array, lb / Hour
0.1623
0.2099
0.2410
0.2044
Calculated PM2.5 Emissions Thru Array, lb / Hour
0.0163
0.0098
0.0108
0.0123
Calculated PM>2.5<10 Emissions Thru Array, lb/hour
0.0622
0.0893
0.0777
0.0764
PM10 Emissions, Array + Fabric Filter, Ib/hr
0.1101
0.1290
0.1437
0.1276
TSP Emissions, Array + Fabric Filter, Ib/hr
0.2273
0.2734
0.3909
0.2972
PM2.5 Emissions, Array + Fabric Filter, Ib/hr
0.0229
0.0128
0.0176
0.0177
PM>2.5<10 Emissions, Array + Fabric Filter, Ib/hr
0.0872
0.1163
0.1261
0.1099
Average Plant Production Levels During Tests, Tons/Hour
46.03645
32.0903
61.6446
46.59
Flow Rate In Fabric Filter Outlet Duct, ACFM
3980.5
3980.5
3899.5
3953.5
Flow Rate in Fabric Filter Outlet, ACM/M
112.7301
112.7301
110.4361
112.0
Average PM10 Particulate Concentration in Fabric Filter Outlet TEOM, ug/mA3
2112.069
2010.99
3772.864
2632.0
Measured PM10 Emissions in Fabric Filter Outlet, lb / Hour
0.031
0.030
0.055
0.039
Calculated TSP Emissions in Fabric Filter Outlet, lb / Hour
0.065
0.064
0.150
0.093
Calculated PM2.5 Emissions in Fabric Filter Outlet, lb / Hour
0.007
0.003
0.007
0.005
Calculated PM>2.5<10 Emissions in Fabric Filter Outlet, lb/hour
0.025
0.027
0.048
0.033
Total Fugitive & Fabric Filter PM10 Emission Factor, lb/ton
0.00239
0.00402
0.00233
0.00291
Total Fugitive & Fabric Filter TSP Emission Factor, lb/ton
0.00494
0.00852
0.00634
0.00660
Total Fugitive & Fabric Filter PM2.5 Emission Factor, lb/ton
0.00050
0.000398
0.00028
0.00039
Total Fugitive & Fabric Filter PM>2.5<10 Emission Factor, lb/ton
0.00189
0.00362
0.00205
0.00252
Truck Hood PM10 Efficiency
93.96%
89.58%
95.89%
93.1%
System Collection Efficiency
90.99%
84.84%
93.05%
89.6%
Fabric Filter Inlet, Total Particulate Concentration, Ib/hr
2.52234
1.80340
5.62102
3.32
Fabric Filter Total Efficiency
97.4%
96.5%
97.3%
97%
Total / PM10 Ratio for Fugitive TEOM TSP Calc from Inlet Pre4s
2.07
2.12
2.72
2.30
PM2.5 / PM10 Ratio for Fugitive TEOM PM2.5 Calc from Inlet Pre4s
0.21
0.10
0.12
0.14
PM<2.5>10 / PM10 Ratio for Fugitive TEOM from Inlet Pre4s
0.79
0.90
0.88
0.86
Fabric Filter Inlet, PM10 Particulate Concentration, Ib/hr
1.22141
0.85121
2.06610
1.380
Fabric Filter PM10 Efficiency
97.4%
96.5%
97.3%
97.1%
Fabric Filter Inlet, PM2.5 Particulate Concentration, Ib/hr
0.25400
0.08416
0.25242
0.1969
Fabric Filter PM2.5 Efficiency
97.4%
96.5%
97.3%
97.1%
Fabric Filter Inlet, PM>2.5<10 Particulate Concentration, Ib/hr
0.9674
0.7670
1.8137
1.1827
-------
Arsenic Emissions
Total Part, FFOUT
Total Part Fugitives
TSP Arsenic Emission Factors
PM10 FFOUT
PM10 Fugitives
PM10 Arsenic Emission Factors
0.0903
0.1228
0.9742
0.9396
2.5223
1.22141
6.50E-02
5.87E-06
1.52E-01
1.38E-05
1.96E-05
4.265E-07
3.149E-02
3.87E-06
7.38E-02
9.06E-06
1.29E-05
2.81 E-07
ro
CO
o
0.0855
0.1143
0.9648
0.8958
1.8034
0.85121
0.0474
0.0790
0.9733
0.9589
5.6210
2.06610
0.0744 Arsenic in Total PM, ug/mg
0.1053 Arsenic in PM10, ug/mg
0.9708 Fabric Filter Efficiency
0.9314 Hood Efficiency
3.3156 Total PM Emissions to Fabric Filter
1.37957 PM10 Emissions to Fabric Filter
6.35E-02
5.43E-06
1.88E-01
1.61E-05
2.15E-05
6.704E-07
1.50E-01
7.11E-06
2.31 E-01
1.10E-05
1.81 E-05
2.930E-07
9.28E-02 lbs/hour Total PM in FFOUT
6.14E-06 Lbs/hour arsenic in Total PM
1.90E-01 Lbs/hour Total PM in Fugitives
1.36E-05 lbs/hour arsenic in Fugitives
1.97E-05 lbs/hour arsenic emitted
4.63E-07 lbs/ton
2.999E-02
3.43E-06
5.511E-02
4.35E-06
3.89E-02 lbs/hour PM10 in FFOut
3.88E-06 lbs/hour As PM10 in FFOUT
8.87E-02
1.01 E-05
1.36E-05
4.23E-07
8.49E-02
6.71 E-06
1.11 E-05
1.79E-07
8.25E-02 lbs/hour PM10 in Fugitives
8.64E<06 lbs/hour As in Fugitives
1.25E-05 Ibs/hr As
2.94E-07 lbs/ton
AP-42 Truck Mix Total PM - lbs/ton
1.16E-06
Percent of AP-42
39.9%
-------
Plant Name: Chanel|gr CocCZCfe.
Client: National Ready Mixed Concrete Association
Job No.: 877	Citv/State:-TffaijW.'l)P MA
Date 3l&W
Personnel :TTB
"RunAI

S"H
{^d%\ fee
tA-dc^TradfCs
sfM@i-5e
-fee W££C
"TcucXS
SfffS
8-Z1
3To¥ 8'31
(Rum
Time
In/Out
Water
Truck V
Cement
Track V
Visible
Emissions in
5%
Increments
Load #
fucfrt

—

5
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m /TO
—
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5
a

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—
t/
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9m (m


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V5

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-------
Plant Name:,
Client: National Ready Mixed Concrete Association
Job No.: 877	Citv/StateHbifki^ \/A.
Personnel :TTB
Date
*
tchecK
8 51- - W
vstom
sealed £\xpA . *
St*
smf ^H3L
5T0P'°I5A
ll-oo Efi&n
0>M idliQtf
-trucK5
ck>ur\Wt'<*L
W'.\ls> 1N5^
2>c^V)^u56.
\]'MV Comtek
ii
iz-^3 srof
BUI Sfl«r
13.. Z.1 iinSiop
Time
In/Out
Water
Truck V
Cement
Truck V
Visible
Emissions in
5%
Increments
Load#
°mlm
*
\S
5
1cf

Wf |W
—
1/
5"
It?

n65/'iat>\
-
\/
6


fia i3i/p
—
i^



1












































































































































-------
Plant Name: Pflfltiler Coiyfpk	
Client: National Ready Mixed Concrete Association
Job No,: 877	City/StateTffltrivilfe) 1/4

Date

Personnel :TTB
t{uu5'-ter+ | ZW
Sib?
Sfcp ft®
START 1V-55
5To? 1410
STMf 1434
Run ^/£>
Time
In/Out
Water
Truck V
Cement
Truck V
Visible
Emissions in
5%
Increments
Load #
in***
(2^1
£H5
—
iy
5


13-\2
li-ZJ


3 c
p-5

\5'G6 lft-00
"
S*""
XiS-fi
0f

Vi${ iWf
—
\^~
5
m











































































































































idwIsI^oVxkJ u)/
-------
~T»me.
Start Stop
PrclHo ms
mmnn
Time.
SP>f 'H*
*HftrH30
S0f H3*
PR1UMINARY INFORMATION
Plant Name
Chandler CotccdE
Date
3lPbM
City, State
IcfcutoU^jVA
Project #

Personnel
-tffo v^ls
Pitot identification
ito-ift srt)T»4»+
Test Location
SseRpWi)
Pitot Coefficient (Cp)
0.44 ^4
stack Bit
nensions
Pressures
Diameter of Stack (D)
Bebi-a
in
Barometric Pressure (Pb)
2S.4.
in Hg
Width of Stack (W)
1
in
Static Pressure (Pg)
saet
in H2O
Area of Stack (As)
Or
ft2
Absolute Stack Pressure (Ps)
BsbO
in Hg
Stack
Sas Composition
Carbon Dioxide (%CC>2)
O
Moisture Content (Bws)
1.2
%
Oxygen (%02)
Z£>.^
Dry Molecular Weight (Md)

ib/lb-moie
Nitrogen Concentration (%N2)
^M.l
Wet Molecular Weight (Ms)
2531
Ib/lb-mole
Start
End
PRELIM

TH>m
A
A-4
4
«<
r


45
4^

R3









444& l4FH
45 14*
34.U&4.S



p&mm za.%





flcmfoft ZCH.'b




Pee
k^m H-45




fcst
4«6H








A-l
I

w
Hem
45
HI
24.1

frl
z


H336»

45
S3


fr 3



34c*

H5
H3
4fii

A'4
4



4ce>a
45
43
£45

A* 5
$


3584
mm
H5
43


A-
b
*
*
H\lO
41^
H6
43








Mb


4^3 31S8
15 |43
m









tow, nms




W
Ptmi M33\.H










iff









Average Angle, Degrees |
Average Velocity Pressure




Average Gas Temperature (°F)


Average Stack Gas Velocity (ft/sec)
Actual Cubic Feet per minute (ACFM)
Dry Standard Cubic Feet per Minute (DSCFM)


S#tc
Pre 6.64
5TAT.C.
Pte 0.45
ft*T 0,54
-------
T)me
START STo?
IW.(a&
WT\SX>
t i*e
STMr 5?>f
lf€6Ha Wk
m
156* \S\)
PRELIMINARY INFORMATION
Plant Name
City, State
Personnel
Test Location
OraM)^r(j>ctrdc
TcbuAv'.H&i VA
^ L*$
sa£B&id^
Stack Dimensions
Diameter of Stack (D)
Width of Stack (W)
Area of Stack (As)
5ee>

in
in
ft2
Date
Project #
Pitot Identification
Pitot Coefficient (Cp)
iliM.

\(s&\h sn>?Vt£F
Qpfj
Pressures
Barometric Pressure (Pb)
Static Pressure (Pg)
Absolute Stack Pressure (Ps)
2S,%
Sag

in Hg
in HaO
in Hg
Carbon Dioxide (%C02)
Oxygen (%Oz)
Nitrogen Concentration (%N2)
Start
End
Staek Gas Composition
Moisture Content (Bws)
Zq,<| [Dry Molecular Weight (Md)
33
Wet Molecular Weight (Ms)
PRELIMINARY TRAVERSE
u
2SM
mi
Pitot Tube Leak Checks
Port
A
_&
A
fiVfr
~W
A
A
n
A
A
Point
&
Average Angle, Degrees
Angle,0
m;a

ML
M.
ML
n m


fW
-EES.
_MC
Average Velocity Pressure
Ap, in H2O

Hies

385Z>


3B&.
m

W 51
t£ffl	19&3L
fiesa.
mi


H-H5"
422a
m
q3&
3835
2m
3tS3

HAFtt
saw
&

3WI
ws 13m
ftJM. M3R


fftCftmcr H-S5
Temp. F
G&5
M.

3S
to
JEL
53_
S*
5*
5*
5*
3& 15*
Ml
65«5
6|.l
?34

m
U1
m
m.
to3
Ml
58.1.
4&I
l£U
%
ib/lb-mole
Ib/lb-mole
t>*r
TtSn*.
£.2ffef-t
rfV*
DucT
Average Gas Temperature (°F)
Average Stack Gas Velocity (ft/sec)
Actual Cubic Feet per minute (ACFM)
Dry Standard Cubic Feet per Minute (DSCFM)
Pf€ ib5T
m
Q$H
&>$
6H.3
&5M
(AX
5«S3
ftC. OM
HX 040
mic
0.33
0.53
-------
Plant Name: ChaM/f r CWrgk	
Client: National Ready Mixed Concrete Association
Job No.: 877	Citv/State:Tm.h;)t-,tffl	Personnel :TTB
Pate3lUpIdH Time Sample Taken 13'\6 Sample Type GemeyM~

* loo
Pan Sieve or
Mesh Size
Tare Weight,
Grams
Sample +
Tare
Sample
Alone
% of Total

661.1
S«.|
-

6mm, c.ts"
552..^
SSX,'I .

"
35Dnm.0^r'
415.5

—
—
156.^ o.cc&i"
3^.8
5^3.^
Q3H.I
1-3. SK>
:?5» O-CcS^
314.0
4l£>.^

aim





Pan
3=W-4
3£H.3
13.1

Totals

364.1
i«
A.)	Sample Weight Wet-Pan Weight =	H 15.6 "* 1 ** 3CSf\
B.)	Sample Weight Dry-Pan Weight =	H13-fe" 1^. \ 3&\
C.)	% Moisture - {(A-B)/A}*100	-
Pate3/ Time Sample Taken H'ZZ. Sample Type		
(Vfeshtt
&\0O
&ICO
Pan Sieve or
Mesh Size
Tare Weight,
Grams
Sample +
Tare
Sample
Alone
% of Total

SW.I
£>U
~
—
Rwm^.T-S"
552^
5*2.^
—

oG&tf
415.5
HKp.4
A9
6.3?<2
l2>^rrt;
3^.9,
351.5

3.183

344. £

<33.3
x |^«1 c l»^
C.)	% Moisture = {(A-B)/A}*100	-	l6>
-------
Plant Name: OvadtarCWcde	
Client: National Ready Mixed Concrete Association
Job No.: 877	Citv/StaterTfoufa\ lT£L) L/A	Personnel :TTB
Time Sample Taken \bx S Sample Type SWP
&
¦&2/x>
Pan Sieve or
Mesh Size
Tare Weight,
Grams
Sample +
Tare
Sample
Alone
% of Total
j 3"
601.1
Sol.l
-
-
(*Wa, oH6'
552.
552-^
—

350*1*1, D.eBf
415.5
438.^
A3.1
£$C>!
16
3H1-E
12{>C,
3T6Z
^1,575
^ l0x 0-OJ23
3H10

53
1.H25





Pan
¥?o-M
3?U
0,%
0.2.
Totals

3M
UX).b
545.0-1^.') ^433.1
50j3 - I6\V- 316.1
8.01 "b
Date 3l Ifcl04 Time Sample Taken		Sample Type
trtesh &
4l0t>
*2fiO
A.)	Sample Weight Wet-Pan Weight
B.)	Sample Weight Dry-Pan Weight
C.)	% Moisture = {(A-B)/A}*100
Pan Sieve or
Mesh Size
Tare Weight,
Grams
Sample +
Tare
Sample
Alone
% of Total

501.1
6ft. 1
—


55Z°I

51, o
w

4155
"to).1)




¦3513
>.t
O.Jfl



\.0
0. \&\





Pan

3?M
a.*

Totals

5HM.5

A.)	Sample Weight Wet-Pan Weight =	- 555 ft
B.)	Sample Weight Dry-Pan Weight =	> 3 ~
C.)%	Moisture = {(A-B)/A)*100	=	3.6T%
-------
APPENDIX B5
CONCRETE SUPPLY TRUCK MIX
FIELD DATASHEETS
-------
Method 1 - Air Control Techniques, P.C.
Date

Client
Job#
Rant Name
State
City
Sampling Location

	
So
15 c.
|>pU|

No. of Ports Available
No. of Pats Used
Port Inside Diameter, Inches
Distance From Far Wall To Outside Of Port, Indies
Nipple Length And/Or Wall Thickness, Inches
Depth Of Stack Or Duct, Inches
Stack Or Duct Width (if rectangular), Inches
Equiv. Diameter = 2DW/(D+W), Inches
Stack/Duct Area, Square Inches
(~ x R2 or L x W)
Distance to Flow Disturbances
Diameters
luagat,
Upstream Downstream
Hs»
H*
3.2.W

Point Location Data
Point
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
% of Duct
Depth
13H

Distance From
Inside Wall

7.cMM


1*384
Distance From
Outside of Port
Ml

T
\.too
\.H
-------
PRELIMINARY INFORMATION
Plant Name
Cntdceerc^ f5T\ppu^{
Date
.-rr/n/fsH-
City, State
UxiL. .CM 1
Project #
8-7-7
Personnel
DLC . TTJ? v
Pitot Identification

Test Location

Pitot Coefficient (Cp)
0.84
Stack Dir,
nensions
Pressures
Diameter of Stack (D)
14
in
Barometric Pressure (Pb)

in Hg
Width of Stack (W)

in
Static Pressure (Pg)
-zuo
in H2O
Area of Stack (As)

ft2
Absolute Stack Pressure (Ps)

in Hg
Stack
3as Composition
Carbon Dioxide (%C02)
d
Moisture Content (Bws)

%
Oxygen (%02)
2&f\
Dry Molecular Weight (Md)
rf
Ib/ib-mole
Nitrogen Concentration (%N2)
"1^.\
Wet Molecular Weight (Ms)

ib/lb-mole
Start
End
PRELIM
INARY TRAVERSE

Pitot Tube Leak Checks
A
B
Port
Point
Angle,0
Ap, in H2O
Temp. °F
ft/sec
¦A
u


~J ^
*72-r>M



'l.L-sr



4
o
i.
Ik






(o^n


-*2.
\M O
1 (r
L9J5P.

(
—5
J .hn
1^





V













































































































Average Angle, Degrees
Average Velocity Pressure
\Mb5



Average Gas Temperature (°F)
~1L> O

Average Stack Gas Velocity (ft/sec)
Actual Cubic Feet per minute (ACFM)
Dry Standard Cubic Feet per Minute (DSCFM)
H2-81

-------
Combined Cyclone PM10 & PM2.5 Run Data Sheet
Run ID
Condition
ICs-T-rCf-)
Plant Name
City
State
Source Number
Sampling Location
Test Personnel
Uo*J sperms
-5C


Date
Start
Stop
^J2=fe±
Ql6o
b6*o
Meterbox ID
AH @
Gamma, y
Nozzle ID
Nozzle Diameter
Orsat/Fyrite
»oTl
M12-


qjm.

Filter ID Tare




SfMsr 6iSe>
•figf-fleCT
Full Train Pretest Leak Check, ACFM
Partial Train Posttest Leak Check, ACFM
.Ctfo
< 0.02 or 4%
15


Zf.
(Remove cyclone sampling head before posttest leak check. Keep cyclone
head upright prior to recovery.) Do not leak check during port changes.
A	B
Pitot Tube Pretest Leak Check
Pitot Tube Posttest Leak Check


6'^



mUFtEMGASCOMEOSlTIONm^Mmmmm)
Water Recovered, grams
C02 %
02 %
f&Ff
Moisture, %
Md_run
Mw_run

O



l.3fe3
fO
.-a
^ ^ *" - "" Samplincrln forma ft


-. QA Checks-*"'^
Port
Point
Dwell
Time,
(Min.)
Elapsed
Time,
h:m:s
Dry Gas
Meter,
(ft3)
Pitot VP,
(In.W.C.)
Meter
Temp. (F)
Stack
Temp.,
(F)
Sample
Train Vac.
(in.)
Impinger
Exit Gas
Temp., (F)
Orifice Delta
H, In.
W.C.
Target Orifice
Delta H, In.
W.C.
% ISO
Run Cum. DSOs, microns
PM10 PM2.5
Pf
4?
ic.m
n
3*1.2.1
no
IpQ
W5*
*2—

o.Hi





5*
\m

551-Hb
2~c\€
Io
UAp
*Z_
(A
rt.HH
r^'So





\V\
Xll3k>
53k.l4
\X6
~l to
c«<8
"2-
1/7 3
^ -Hn
0.5fc>




zz
z>
&tgl
3\*50

I -\o
~~~l!
(q9>
7-

O-MH
0.5I



w
2~

%-3D




¦2-
b\

o-o





\

6o\n\o


-m

T-
ln-6
r>.4~1
0.5"







&-A7,
b£o&&2-





















































































Total Run Time
Wi-


Total Volt
lms, ACF
Z3.W2-





Averages
\^6o£



c\m&


|Run . . 1
in. H20
°F
°F
in H20
-------
Combined Cyclone PM10 & PM2.5 Run Data Sheet
Run ID
Condition
I
S-fs-Xto-
Plant Name
City
State
CoNcre-nc-
» » '
SCL	
Source Number
Sampling Location j&c^usy ,^er
Test Personnel
r>is frrJ
Date
Start
Stop
Sz3
»o cn
U
Meterbox ID
llOTI
AH @
iniz.
Gamma, y
l.O0(o
Nozzle ID
ItA2.-C>
Nozzle Diameter
GA7J*>
Orsat/Fyrite
rtfrfc.
Filter ID Tare
OT* \^"U=>



Full Train Pretest Leak Check, ACFM
Partial Train Posttest Leak Check, ACFM
•ooo
< 0.02 or 4%
15
r C?CO

—La.	
(Remove cyclone sampling head before posttest leak check. Keep cyclone
head upright prior to recovery.) Do not leak check during port changes.
A	B
Pitot Tube Posttest Leak Check
CSoft£>Gq"
z>«»3ejs'}


Barometric Pressure, ln„Hg,l	I Static Pressure, In. W,C,| ->2 ~ LpQ
Y« ACTUAL MO
'STURE A'GAS COMPOSITION «¦" * f.'&ol
Water Recovered, grams
C02%
02%
\Z&
Moisture, % | ~2-.-£L"2L

Md_run I

Mw_run 11^.51*?
ntormatio
to
OG
Port
s:
Point
Dwell
Time,
(Mln.)
Elapsed
Time,
h:m:s
Dry Gas
Meter,
(ft3)
Pltot VP,
(In.W.C.)
Meter
Temp. (F)
Stack
Temp.,
(F)
Sample
Train Vac.
(in.)
Implnger
Exit Gas
Temp., (F)
Orifice Delta
H, in.
W.C.
Target Orifice
Delta H, in
W.C.
% Iso
Run Cum. D50s, microns
PM10 PM2.S

loeo
_Q_
yS?


x
ft. 46"^
loM
jm

/ o.p
pj'51


15
-7 3
~tl
"2-
Z12=.



n
n
2^o

am
[•Qg
j.' co
_=LSl

2-


at


it)
3X
~2—
o 4^


313 MX
22.HM-0

Averages
iimxn
-1a.5
12.11
IRun| |

in. H20
op
°F
in H20
%
-------
Combined Cyclone PM10 & PM2.5 Run Data Sheet
Run ID
Condition
Plant Name
City
State
Source Number
Sampling Location
Test Personnel
Sjpp^
44ii 'I

&crt&us£ :Swg?
0^ (TT-5
Meterbox ID
AH @
Gamma, y
Nozzle ID
Nozzle Diameter
Orsat/Fyrite
ikox
mz=-
!-qq(°
lcTTZ-O
fcbEa.
Filter ID Tare
smost



fe«TWrr \o°2-
Full Train Pretest Leak Check, ACFM
Partial Train Posttest Leak Check, ACFM
*0on
< 0.02 or 4%
15


*7
(Remove cyclone sampling head before posttest leak check. Keep cyclone
head upright prior to recovery.) Do not leak check during port changes.
A	B
Pitot Tube Pretest Leak Check
Pitot Tube Posttest Leak Check

7*
9+*. A. »
SaooeH"
Barometric Pressure, ln.,Hg.|l$V70 Static Pressure, In. W,C.|>z.«fc>0
¦$sm@0m!1^ACTUAt!?MOISTURE:&lGASCdMROSmON'±/M

Water Recovered, grams!
Moisture, %
Md_run
Mw_run
Z.«y4-7
CO2 %r^>

°2%| 2*3-^


i\2
-------
Method 4 - Air Control Techniques, P.C.
Date R>-refill
Identification Information
Client
Plant Name
City

Job
Process
State

Qu \C.££T£, ffufpLV


SC.



Sampling Information
Run Number
Sampling Date
Analysit Date
Personnel


CS-T-Xf
Balance Number
Balance Type
Balance Level
Recovery Area
MX \h££s
fviz-o^
5"-a~o4
6-l3-h«4
dice

e>-\2.-crt
3"-



Location Moisture Data
Run Number]
Impinaer 1
Final Weight, grams/mis
Initial Weight, grams/mis
Condensed Water, grams

~13-7.5"

"7 SIM
~l3$.Q
-13T.5"*
m^.2.
In

(p.-*-
Condensed Water, grams (. <8

7S
Silica Gel
Final Weight, grams
Initial Weight, grams
Adsorbed Water, grams
Adsorbed Water, grams
Total Water, grams



5"! I a .to \ ?>A
_LL2l
Final Weight, grams/mis
Initial Weight, grams/mis
Condensed Water, grams
(o^M
fcHL. 0


6M3.M
(M.h
0.0
O.l/o
r^.°i
Imoinaer 3

Final Weight, grams/mis
Initial Weight, grams/mis
Condensed Water, grams

sn. u
5*W?

5^1 .0
6T1.ip
Q.\

1.3
fisi.o







3.H
Vm(std) = Volume of gas sampled at standard conditions (dscf)
Vm(std) = ((Gamma * 17.64 * Vm * (Pbar + (A H /13.6))) / (Tm + 460)
Vwc(std) = volume of water vapor at standard conditions (scf)
Vwc(std) = (0.04707) * (volume of water collected (mis))
Bws = Mole fraction of water vapor
Bws = Vwc(std) I (Vm(std) + Vwc(std))
Percent Moisture = 100 * Bws
-------
Plant	Concrete Supply
City Rock Hill
State	S.C.
Sampling Location	BH Inlet
PARAMETER
NOMENCLATURE
CS-T-IN-PRE4-1
CS-T-IN-PRE4-1
CS-T-IN-PRE4-3
Sampling Location




Date

5/12/2004
5/12/2004
5/13/2004
Run Time
Theta
59.702
58.937
60.136
Nozzle Diameter
inches
0.123
0.123
0.123
Pltot Tube Coefficient
Cp
0.840
0.840
0.840
Meter Calibration Factor
Y
1.006
1.006
1.006
Barometric Pressure, inches Hg
Bp - in Hg
29.7
29.7
29.7
Meter Box Pressure Differential
AH - in. H20
0.470
0.460
0.450
Volume of Gas Sampled
Vm - cu. ft.
23.642
22.740
23.381
Dry Gas Meter Temperature
Tm - °F
70.833
76.500
74.000
Volume of Gas Sampled, Dry
Vmstd - cu. ft.
23.510
22.374
23.112
Liquid Collected
ml
6.900
12.500
11.800
Volume of Water Vapor
Vwstd - cxi. ft.
0.325
0.588
0.555
Moisture Content
%H20
1.363
2.562
2.347
Saturation Moisture
%H^0
2.300
2.697
2.287
Dry Mole Fraction
Mfd
0.986
0.974
0.977
Carbon Dioxide
%C02
0
0
0
Oxygen
%o2
20.9
20.9
20.9
Carbon Monoxide
%CO
0
0
0
Nitrogen
%N2
79.100
79.100
79.100
Gas Molecular Weight, Dry
Md
28.836
28.836
28.836
as Molecular Weight, Wet
Ms
28.688
28.558
28.588
dtatic Pressure
Pg - in. H20
-2.600
-2.600
-2.600
Stack Pressure
Ps
29.509
29.509
29.509
Stack Temperature
Ts - °F
67.500
72.167
67.333
Average Velocity Head
Ap - in H20
1.451
1.400
1.406
Gas Velocity
vs - ft/sec.
68.271
67.511
67.322
Stack Area
As - sq. ft.
1.069
1.069
1.069
Volumetric Air Flow, Actual
Qaw -ACFM
4379
4330
4318
Volumetric Air Flow, Standard
Qsd - DSCFM
4264
4129
4167
Isokinetic Sampling Rate
%l
119.6
119.1
119.5
Total Particulate Catch
Milligrams
666.6
1003.9
1823.4
PM >10 Particulate Catch
Milligrams
538.6
731.3
1585.7
PM10 Particulate Catch
Milligrams
128.0
272.6
237.7
PM>2.5«10 Catch
Milligrams
109.0
249.6
221.2
PM2.5 Patriculate Catch
Milligrams
19.0
23.0
16.5
Total Arsenic Catch
Micrograms
9.31
26.45
50.92
PM >10 Arsenic Catch
Micrograms
6.91
15.60
41.10
PM10 Arsenic Catch
Micrograms
2.40
10.85
9.82
Concrete Production During Test
Cubic Yards I Test
71.3
67.2
43.0
Concrete Production During Test
Tons I Test
141.98
133.33
84.57
Concrete Production Rate
Tons/Hour
142.69
135.74
84.39
PM10 Arsenic Concentration
ug/mg
0.0188
0.0398
0.0413
TSP Arsenic Concentraion
ug/mg
0.0140
0.0263
0.0279
CS-T-IN-PRE4-1,2,3
-------
Plant
City
State
Sampling Location
Total Particulate Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
Total Arsenic Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
PM10 Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
PM10 Arsenic Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
PM>2.s3162-PM2
10.66
179.36
0.40
3127
1.07
2.26
2.24
10.82
179.59
0.40
3033
1.06
2.32
2.29
10.75
178.59
0.40
3085
1.06
2.29
2.27
CS-T-IN-PRE4-1,2,3
-------
Type of Mix
T
Truck
Truck
Averages
Start Time
. -
1007
906
N/A
Stop Time
850
1106
1010
N/A
Test Date
5/12/2004
5/12/2004
5/13/2004
N/A
Number of Stops
0
0
1
N/A
Run Numbers
1
2
3

Array 1 Size, SQ FT
100
100
100
100
Array 2 Size, SQ FT
40
40
40
40
Wind Speed Thru Array, MPH
1.05
1.48
1.55
1.4
Wind Speed Thru Array, FPM
92.3
130.5
136.7
119.8
ACFM Thru Arrays
12916.129
18274.6667
19131.5385
16774
Actual Cubic Meters of Gas Thru Arrays per Minute, ACM/M
366
518
542
475
Average PM10 Particulate Concentration in Array, ug/mA3
351.0
854.6
527.0
577.5
Measured PM10 Emissions Thru Array, lb / Hour
0.0170
0.0585
0.0378
0.0378
Calculated TSP Emissions Thru Array, lb / Hour
0.0885
0.2154
0.2897
0.1979
Calculated PM2.5 Emissions Thru Array, lb / Hour
0.0025
0.0049
0.0026
0.0034
Calculated PM>2.5<10 Emissions Thru Array, lb/hour
0.0145
0.0536
0.0351
0.0344
PM10 Emissions, Array + Fabric Filter, Ib/hr
0.0304
0.0944
0.0628
0.0625
TSP Emissions, Array + Fabric Filter, Ib/hr
0.1583
0.3476
0.4814
0.3291
PM2.5 Emissions, Array + Fabric Filter, Ib/hr
0.0045
0.0080
0.0044
0.0056
PM>2.5«10 Emissions, Array + Fabric Filter, Ib/hr
0.0259
0.0864
0.0584
0.0569
Average Plant Production Levels During Tests, Tons/Hour
142.T
135.7
84.4
120.94
Flow Rate In Fabric Filter Outlet Duct, ACFM
3980.5
3980.5
3899.5
3953.5
Flow Rate in Fabric Filter Outlet, ACM/M
112.730105
112.730105
110.436137
112.0
Average PM10 Particulate Concentration in Fabric Filter Outlet TEOM, ug/mA3
899.5
2406.4
1710.1
1672.0
Measured PM10 Emissions in Fabric Filter Outlet, lb / Hour
0.013
0.036
0.025
0.025
Calculated TSP Emissions in Fabric Filter Outlet, lb / Hour
0.070
0.132
0.192
0.131
Calculated PM2.5 Emissions in Fabric Filter Outlet, lb / Hour
0.002
0.003
0.002
0.002
Calculated PM>2.5«10 Emissions in Fabric Filter Outlet, lb/hour
0.011
0.033
0.023
0.023
Total Fugitive & Fabric Filter PM10 Emission Factor, lb/ton
0.00021
0.00070
0.00074
0.00055
Total Fugitive & Fabric Filter TSP Emission Factor, lb/ton
0.00111
0.00256
0.00570
0.00312
Total Fugitive & Fabric Filter PM2.5 Emission Factor, lb/ton
0,00003
0.000059
0.00005
0.00005
Total Fugitive & Fabric Filter PM>2.5«10 Emission Factor, lb/ton
0.00018
0.00064
0.00069
0.00050
Truck Hood PM10 Efficiency
99.45%
99.13%
99.34%
99.3%
System Collection Efficiency
99.01%
98.58%
98.89%
98.8%
Fabric Filter Inlet, Total Particulate Concentration, Ib/hr
15.992
24.505
43.483
27.99
Fabric Filter Total Efficiency
99.6%
99.5%
99.6%
100%
Total / PM10 Ratio for Fugitive TEOM TSP Calc from Inlet Pre4s
5.21
3.68
7.67
5.52
PM2.5 / PM10 Ratio for Fugitive TEOM PM2.5 Calc from Inlet Pre4s
0.15
0.08
0.07
0.10
PM<2.5>10 / PM10 Ratio for Fugitive TEOM from Inlet Pre4s
0.85
0.92
0.93
0.90
Fabric Filter Inlet, PM10 Particulate Concentration, Ib/hr
3.071
6.654
5.668
5.131
Fabric Filter PM10 Efficiency
99.6%
99.5%
99.6%
99.5%
Fabric Filter Inlet, PM2.5 Particulate Concentration, Ib/hr
0.456
0.561
0.393
0.4702
Fabric Filter PM2.5 Efficiency
99.6%
99.5%
99.6%
99.5%
Fabric Filter Inlet, PM»2.5<10 Particulate Concentration, Ib/hr
2.615
6.093
5.275
4.6609
-------
Arsenic Emissions
Total Part, FFOUT
Total Part Fugitives
0.0140
0.0188
0.9956
0.9945
15.9923
3.07083
6.99E-02
9.76E-07
8.80E-02
1.23E-06
TSP Arsenic Emission Factors
PM10 FFOUT
PM10 Fugitives
2.20E-06
1.545E-08
1.341E-02
2.51 E-07
1.69E-02
3.17E-07
PM10 Arsenic Emission Factors
5.68E-07
3.98E-09
ro
cn
0.0263
0.0279
0.0227
0.0398
0.0413
0.0333
0.9946
0.9956
0.9953
0.9913
0.9934
0.9931
24.5047
43.4826
27.9932
6.65404
5.66843
5.1311
1.32E-01
1.92E-01
1.31E-01
3.48E-06
5.351-06
3.27E-06
2.14E-01
2.88E-01
1.96E-01
5.63E-06
8.04E-06
4.96E-06
9.11E-06
1.34E-05
8.23E-06
6.710E-08
1.587E-07
8.04E-08
3.588E-02
2.498E-02
2.48E-02
1.43E-06
1.03E-06
9.04E-07
5.80E-02
3.75E-02
3.75E-02
2.31 E-06
1.55E-06
1.39E-06
3.74E-06
2.58E-06
2.30E-06
2.75E-08
3.06E-08
2.07E-08
Arsenic in Total PM, ug/mg
Arsenic in PM10, ug/mg
Fabric Filter Efficiency
Hood Efficiency
Total PM Emissions to Fabric Filter
PM10 Emissions to Fabric Filter
AP-42 Arsenic Truck Mix Total PM - lbs/ton
1.16E-06
Percent of AP-42
6.9%
-------
PI;
CI: 	
Job No.: 877
Pate.f//2M
Concrete Association
Citv/State:foy W M.' I) }6C
Personnel :TTB
Run*'
Time
In/Out
f
Water
Track a/
Cement
Truck V
Visible
Emissions in
5%
Increments
Load#


I~-
0
m
3dd/8o6

U-^
0
m°l
5Z s«
S
Kb-fe
8-51-
R-M5
UaJajC&rieftt
tfrrt e H o
-------
Plant Name: CcnCrefe. Sus>$W
Client: National Ready Mixed Concrete Association
Job No.: 877
Date 5ll2jPM
City/State: ft.lt ,5C
Personnel :TTB


Time
In/Out
Water
Truck V
Cement
Truck a/
Visible
Emissions in
5%
Increments
Load#
Idol- lo\A
—

0
13?.
100 |l0l3

XX
a
•©3
1014/I0&
—

5
^1(^0
K>mjm

1^-
5
<2143
10131 liig
S*

£
215.5
jez^i
1032-
—

5
21S?
1033
mi
	
v"
D


UU
—
v/
6
216















)D3®)m
—
1/

ZI38































































































u>itfD
0-4
UcjWV ftih sWi^-d
\€^(a
-tes+-
-V^S-V/ioi l\
-t\\V wa#>€r
CJawsn^.
-------
Plant Name: CoNQT&te- Supf )vf	} N
Client: National Ready Mixed Concrete Association
Job No.: 877	Citv/State:to! M", 11, SC.
Date
Personnel :TTB
pes*^00*"*
-Tco3i^ft
Stop

5T/&T |0'DI
5TC9
Time
In/Out
Water
Truck V
Cement
Truck V
Visible
Emissions in
5%
Increments
Load#
W,h6&

l/" y
o
m
llV -\i-X


r>
7.12/1
138


b
zm
1061 /lOG5


£
•^r-Z/56
\OC6j\Olfil


0
1^3


































































































































RuM-it3
feyoffte"t
for (oiNkloj-b
l&d (Bv^nf.
°1^5 Wii^d5 lfeXiig
te+JrC, XK\c\ot4
wax/
\jos\\A b£?dr£
-------
Method 2 - Air Control Techniques, P. C.
\
Identification Information
Client
City
mOCTS—
fiPCK Wi t)
Job
State
WW
s c
CoACffcfeSupfo
Sampling Location and Port Information
Sampling Location
Measured Barometric, in. Hg
Duct/Stack Dia., In,

s0
¦ 5ft
Pilot ID
Pitot Coeff. (Cp)
* TCID^ji

IB*
O-Vi
Measurement Data
Date!
mm
Run Identification) |?cC
Stactic Pressure, in. WC
Start Time
End Time
SWT!C.
Pitot Leak Checks
Positve Side
Negative Side
Date
Run Identification
Stactic Pressure, in. WC
Start Time
End Time
Positve Side
Negative Side
EE3
bsV
ft*.
TGI
WtZ

Date
Run Identification
Stactic Pressure, in. WC
Start Time
End Time
Positve Side
Negative Side
dS,

6. US
Cp5


ixn
&S
l.Z.5
(jf5










fo3.3&
PVlMfL
















1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
Average [
n.ioL.
it

11
I AO

IZI











cum
CT/S&
m
hm














Ad. in. WC Temp. °F
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
EE
Average!

Vs = 85.49 * Cp * ((AP avg) * (460 + ts) / (Ps * M,))'
,0.5
-------
Method 2 - Air Control Techniques, P.C.
/
Identification Information




Client

Job
Xll-

City
KocK 14; l)
State
sc


ZjxscceAt 5uoy\si


Sampling Location and Port Information
Sampling Location
Measured Barometric, in. Hg
Duct/Stack Dia., In.
j^VVltSg. t>uc£
1M"D5
Average!

*/ •
| Averagel | |
I mp\\\nl£0(nWT--6.W
	1

Vs = 85.49 * Cp * ((AP avg) * (460 + ts) / (P8 * Ms))° 5
-------
Method 2 - Air Control Techniques, P.C.
Identification Information
Client
City

ffCX HV1	
Job
State
WW
eg'
Sampling Location and Port Information
Sampling Location
Measured Barometric, in, Hg
Duct/Stack Dia., In.

o3?r*
Pitot ID
Pitot Coeff. (Cp)
TC ID

0.84
-ICri
Measurement Data
Date
Run Identification
Stactic Pressure, in. WC
Start Time
End Time
Pitot Leak Checks
Positve Side
Negative Side
3^

Date
Run Identification
Stactic Pressure, in. WC
Start Time
End Time
Positve Side
Negative Side

&h7
1
Ad. in. WC
Temo. "F
u
2

U(e
3

WLfi
4
0.44
fafc
5


6


7


8


9


10
Ll&l
wset
11
185
m-m
12


13


14


15


16


17


18





ge
1*6 .
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
Ad. in. WC Temp. °F
iZr -
om
se
m>gc
mm
Average L

Date
Run Identification
Stactic Pressure, in. WC
Start Time
End Time
Positve Side
Negative Side
Ad. in. WC Temp. °F
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
18
17
18
Average!
V8 = 85.49 4 Cp * ((AP avg) * (460 +1*) / (Ps * M,))'
0.5
-------
Method 2 - Air Control Techniques, P.C.
Identification Information
Client
City

ferK a: (i
Cdttrgte Suflk,
Job
State
3C
Sampling Location and Port Information
Sampling Location
Measured Barometric, in. Hg
Duct/Stack Dia., In.


Pitot ID
Pitot Coeff. (Cp)
TC ID
Wm
"$$4.
m.
57b
Measurement Data









Date
snurt

Date
J/0/ay

Date

Run Identification
Vre
Run Identification
?oS4
Run Identification

Stactic Pressure, in. WC
2..R-
Stactic Pressure, in. WC
i o-i
ct'Cf-3
Stactic Pressure, in. WC


Start "lime
m

Start Time
wm

Start Time


End Time
•w

End Time
m)

End Time

Pitot Leak Checks






Positve Side
fcfV
Positve Side
3
Positve Side

Negative Side

Negative Side
3*«-'
Negative Side


Ad. in. WC
TemD. °F

Ad. in. WC
Term °F

Ad. in. WC
Terno. °F
1


1
0.5&

1


2
0.8U>
z*
2


2


3
J./3

3

7^5
3


4
J. 33
rZ
4
1.41

4


5
1.53

5
1. 58

5


6
I'HZ
fyfp
6
I.*4

6


7


7


7


8


8


8


9


9


9


10

WS9C.
10

nj&r
10


11
(d*m
aghm
11


11


12


12


12


13


13


13


14


14


14


15


15


15


16


16


16


17


17


17


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18


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Average! I .life
top.
Average]
• .
Average
I
131 f\f A VCfenr^LcN


Vs = 85.49 * Cp * ((AP avg) * (460 + ts) / (Ps * Ms))° 5
-------
Plant Name: CcmCf^g SupftK/ 	
Client: National Ready Mixed Concrete Association
Job No,: 877 City/State: ffflX H'< 1) ,5 C-	Personnel :TTB
PatSi	Time Sample Taken SI3-.I5 Sample Type
4k>W>f®r>
Pan Sieve or
Mesh Size
Tare Weight,
Grams
Sample +
Tare
Sample
Alone
% of Total
ISmm
5»A
ScoM

O

5S2.1
ZSZsZ
-
o


H15.Z
0.3


341 .H
6>l6.fe
261H
%d.6&>

H
4&Z.I
Sga
isat





Pan
39©. 1
333a
3<6>
til
Totals

3ZH.O
lo&.o
A.)	Sample Weight Wet-Pan Weight =	H32 "" \Cf)z 3? ^
B.)	Sample Weight Dry-Fan Weight =	M31 (p * \(f\ ^3ZZ .4
C.)	% Moisture = {(A-B)/A}*100	0.31%
Date5/»»l0M Time Sample Taken_ 1436 Sample Type
4.|DG*Sb
Pan Sieve or
Mesh Size
Tare Weight,
Grams
Sample +
Tare
Sample
Alone
% of Total

Soo.y
5xd
_
0

esi.%
553 .Z.
-
0
250;fnn

mw
0.8
>8&»i 0.(83

34
Totals

423.5
tOO.Co
A.)	Sample Weight Wet-Pan Weight = 535.1 " " 4^*1
B.)	Sample Weight Dry-Pan Weight
C.)% Moisture =((A-B)/A(»100	=	O-Cft tp
-------
Plant Name: Cx^&teSuPlW	
Client: National Ready Mixed Concrete Association
Job No.: 877	Citv/State: IfccK tV« flj SC.	Personnel :TTB
DateS IliM Time Sample Taken I Sample Type SANP

Pan Sieve or
Mesh Size
Tare Weight,
Grams
Sample +
Tare
Sample
Alone
% of Total

600 ¦3
W.3
3.d
OM&
Totals



A.)	Sample Weight Wet-Pan Weight
B.)	Sample Weight Dry-Pan Weight
C.)	% Moisture = {(A-B)/A}*100

3.43%
Date 5hM Time Sample Taken
16.-33
Sample Type 5Ta4£
%0C0t$
Pan Sieve or
Mesh Size
Tare Weight,
Grams
Sample +
Tare
Sample
Alone
% of Total

bco.'j
Soo M
—
D

SR. 5
^3.9-
OA-*-
\g.e?
m
415.2

5\&. 5


3^.8
350-S
1-1
6.ft

3H^
34HM

o.n





Pan
310.3
31-3.1
2.8

Totals

&H.3.5
\DO.o
A.)	Sample Weight Wet-Pan Weight	^55.1'XA --6%. Z
B.)	Sample Weight Dry-Pan Weight =	1- vff - M3. z
C.)%	Moisture =((A-B)/A)*100	=	6
-------
APPENDIX B6
RMC CENTRAL MIX
FIELD DATA SHEETS
-------
Method 1 - Air Control Techniques, P.C.
Date

Client
Job#
Plant Nama
State
City
Sampling Location

m
w^c. uua*^F~
At-cc4.C»|4.

No. of Ports Available
No. of Ports Used
Port Inside Diameter, Inches
Distance From Far Wall To Outside Of Port, Inches
Nipple Length And/Or Wall Thickness, Inches
Depth Of Stack Or Duct, Inches
Stack Or Duct Width (if rectangular), Inches
Equiv. Diameter « 2DW/(D+W), Inches
Stack/Duct Area, Square Inches
(jc x R2 or L x W)
Distance to Flow Disturbances
Diameters
T

B	
Upstream
"w
Downstream

•2.H*
THH
Point Location Data
Point
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
% of Duct
Depth
Distance From
Inside Wall
O-bV
Distance From
Outside of Port
¦¦¦¦pi

Not»: II man than 8 and 2 dlamtatars and II duel dla.
Is Mss than 24* use 8 or 9 points.
Diameters
Velocity
UP
Down
Particulate
12
8
2
12
12
7
1.75
12
12
6
1.5
16
16
5
1.25
20
16
2
0.5
24 or 25

Location of Points in Circular Stacks or Ducts

4
\
8
10
12
14
18
18
20
22
24
1
8.7
4.4
3,2
2.6
2.1
1.6
1.8
1.4
1.3
1.1
1.1
2
25,0
14.fi
10,6
8.2
8.7
5.7
4.9
4.4
3.9
3.5
3.2
3
75,0
29.fi
19.4
14.6
11.8
9.9
8.5
7.5
8.7
6.0
5.5
4
93.3
?0.4
32.3
22.6
17.7
14.8
12.5
10.9
9.7
8.7
7.9
S

85.4
677
34.2
25.0
20.1
16.9
14.6
12.9
11.6
10.5
6
fi 95.6
80.6
65.8
35.6
26.9
22.0
18.6
18.5
14.6
13.2
7
\J
8S.S
77.4
64.4
36.6
28.3
234
20.4
18.0
16.1
8

96.8
85.4
75.0
63.4
37.5
29.6
25.0
21.8
19.4
9

91.8
82.3
73.1
62.5
38.2
30.6
26.2
23.0
10
97.4
88.2
79.9
71.7
61-8
38.8
31.5
27.2
11

93.3
85.4
78.0
70.4
81.2
39,3
32.3
12
97.9
90.1
83.1
764
69.4
60.7
39.8
13

94.3
87.8
81.2
75.0
68.5
60.2
14
98.2
m,s
85.4
79,6
73,8
67.7
18

95.1
89.1
83,5
78.2
72.8
IS
98.4
92.5
87.1
82.0
77.0
17

95.8
90.3
85.4
80.6
18
9B.fi
93.3
88.4
83.9
19

96.1
91.3
86.8
20

98.7
94.0
89.5
21

96.5
92.1
22
98.9
94.5
23

96.8
24
88.9


Location o! Points in Rectan
gular Stacks or Ducts

2
3
4
6
6
7
a
9
10
11
12
1
25
16.7
12.5
10.0
8.3
7.1
6.3
5.8
5.0
4.5
4.2
2
7S
SO
37.5
30.0
25
21.4
18.8
18.7
15.0
13.6
12.5
3

83.3
62.5
50.0
41.7
35.7
31.3
27.8
25.0
22.7
20.8
4

87.5
70.0
S8.3
50
43.8
28.9
35.0
31.8
29.2
5

90.0
75
64.3
56.3
SO
45.0
40.9
37.5
6

91.7
78.8
88.8
81,1
55.0
50
45.8
7

92,9
81.3
72,2
85.0
59.1
54.2
8

63.8
83.3
75.0
88.2
82.5
9

94.4
85,0
77,3
70.8
10

95.0
86.4
79.2
11

95,5
87.5
12

95.8
0.0000-0.0625 - 0
0.0625-0.1875 -1/8
0.1875-0.3125 -1/4
0.3125-0.4375 - 3/8
0.4375-0.5625 -1/2
0.5625-0.6875 - 5/8
0.6875-0.8125 - 3/4
0.8125-0.9375 - 7/8
0.9375-1.0000-1
-------
PREIUlMI IWF#
Plant Name
OuiS#%u-r-
Date

City, State

Project #
Rll
Personnel
ous ,ttB
Pitot Identification

Test Location

Pitot Coefficient (Cp)
0.84
S^kDlfo0ti$itms
Pressures
Diameter of Stack (D)
14
in
Barometric Pressure (Pb)
Bo.O
inHg
Width of Stack (W)

in
Static Pressure (Pg)

in H2O
Area of Stack (As)
\s3-°i%y

Absolute Stack Pressure (Ps)

inHg
Stack Gas Composition
Carbon Dioxide (%C02)
Q | Moisture Content (Bws)
I.OO
%
Oxygen <%02)
2&S pry Molecular Weight (Md)

Ib/lb-mole
Nitrogen Concentration (%N2)
^ |Wet Molecular Weight (Ms)
ZSTI3
ib/ib-moie
Start
End
PRELIMINARY TRAVERSE

Pitot Tube Leak Checks
A
B
Port
Point
Angle,0
Ap, in H2O
Temp. °F
ft/sec


-<3
|.Uf
n
Csfo&le?

5"
—-*4
I-4S"
m


H
-I
l.»4°
m
in- is'

3

1-3S"



Z-
— 
-------
Combined Cyclone PM10 & PM2.5 Run Data Sheet
Plant Name
City
State


Test Personnel
Source Number
Sampling Location
PL-S pr-.fi
Date
Start
Stop

Meterbox ID
1 iQTT
AH @
[71\Z,
Gamma, y
|.604»
Nozzle ID
lCSU-1
Nozzle Diameter
r>4 31
Orsat/Fyrite

Filter ID Tare





Full Train Pretest Leak Check, ACFM
Partial Train Posttest Leak Check, ACFM
Run ID

HAfe.4-1
Condition

cmANDmTAmmmmmmm
Actual
Req'd
Vacuum
.oe> 1
< 0.02 or 4%
15
i£>od

Le
(Remove cyclone sampling head before posttest leak check. Keep cyclone
head upright prior to recovery.) Do not leak check during port changes.
A	B
Pitot Tube Pretest Leak Check
Pitot Tube Posttest Leak Check

Zc*±ocJ5
r

N2@i&0%z^$^ACtUAlS MOISTURE & GAS COMPOSITION* . *¦

Water Recovered, gramsI \^.*L
Moisture, %
Md_run
Mw_run

C02 % Q
m&H-
02 %|

l\D
cr>
Port
Point
Dwell
Time,
(Min.)
Elapsed
Tim#,
h;m;s
Dry Gas
Meter,
(ft3)
Pitot VP,
(In.W.C.)
IQ.
Meter
Temp. (F)
(aS
Stack
Temp.,
(F)
Sample
Train Vac.
(In.)
Implnger
Exit Gas
Temp., (F)
Orifice Delta
H, in,
W.C.
Target Orifice
Delta H, In
W.C.
3E
33
% ISO
Run Cum. D50s, microns
PM10 PM2.5

(p
"3""
9ufik
.Cl

3SZ-
LS"
O'Hl


3-03

£
|H33-00
aaS
•4 Q
cir

1~L
Jc3_
£

It
3$

6-H1
3%
¦Mo
B,
nL
\p£L
moM


H®
"TO
1~L
5^£


_IXL
Oi-

jQ
ml

Total Run Time ^3*1
Kmmhi
Total Volume, ACF

iRun I \ I
Averages
to

~n-n
in. H20
°F
°F
S3E
in H20
%
-------
Combined Cyclone PM10 & PM2.5 Run Data Sheet
Plant Name
City
State
Source Number
Sampling Location
Test Personnel
Meterbox ID
AH 9
Gamma, y
Nozzle ID
Nozzle Diameter
Orsat/Fyrite
C

fQC
mm
ls frrft
Date
Start
Stop
55S
Ioq€>
nn
tlpT*
i.n\^
U oclo
Filter ID Tare
OTtcao



Id12.-\ 4tM-t 1°°8
m51 «Tof t\a3
»\U
Run ID

Condition

Full Train Pretest Leak Check, ACFM
Partial Train Posttest Leak Check, ACFM
, DOO
<0.02 or 4%
15
. oOO

(o
(Remove cyclone sampling head before posttest leak check. Keep cyclone
head upright prior to recovery.) Do not leak check during port changes.
	A	B
PitotTube Pretest Leak Check
Pitot Tube Posttest Leak Check
Barometric Pressure, ln.,Hg.| 3n.*» Static Pressure, In. W.C.| -Z HO
W$0^&%®k?ACTUAI?MOI
STURE. & GAS COMPOSITION«iV-

Water Recovered, grams
C02%
02%
in
Moisture, %
Md_run
Mw_run
Z-rMO
o

2^

ro
en
oo
Port
s
Point
Dwell
Time,
(Min.)
Elapsed
Time,
h:m:s
Dry Gas
Meter,
(ft3)
WISEg>
Pitot VP,
(ln.W.C.)
Meter
Temp. (F)
Stack
Temp.,
(F)
"*¥$7
Sample
Train Vac.
('"•)
Impinger
Exit Gas
Temp., (F)
(pP
Orifice Delta
H, in.
W.C.
Target Orifice
Delta H, In,
W.C.
zm
%lso
Run Cum. D50s, microns
PM10 PM2.5
Jo.

JQ.
c\^
s.
mm

*&2.S\
zu.
"Z-»~
(q5
nMM


ML
30'.o3


I-5Q

"2-
zik.
•£-
Lp-—}
Jd
S35
fc-H'U?.
r>W
3£I^

l.US"
i
iA
rm.
_z-
-4
&

E33I
jeS
LlO 'tl*7
nn-Tl^--
ki£l
fcL

7^
jjais-

Total Run Time
Total Volume, ACF

IRunj 2-
Averages



in. H20
op
°F
0-^
in H20
%
-------
Combined Cyclone PM10 & PM2.S Run Data Sheet
Run ID
Condition

Plant Name
City
State
Source Number
Sampling Location
Test Personnel
:R<2-
Meterbox ID
IXOTTT
AH @
\n\~L.
Gamma, y
-J.CSoLs
Nozzle ID
(tm- i
Nozzle Diameter

Orsat/Fyrite

SXopQfiSl^
Filter ID Tare
j?ric3l



Full Train Pretest Leak Check, ACFM
Partial Train Posttest Leak Check, ACFM
.odO
<0.02 or 4%
15
0.66 O

5
(Remove cyclone sampling head before posttest leak check. Keep cyclone
head upright prior to recovery.) Do not leak check during port changes.
	A	B
Pitot Tube Pretest Leak Check
Pitot Tube Posttest Leak Check


G»*ooe,~t1'
deafcOO*
Barometric Pressure, In.,Hg.j^o.Q | Static Pressure, In. W.C.|—gL.&ST"'
¦&m&$8zm%%cTUAt*Moi
'STURE & GAS COMPOSmON v 4H
Water Recovered, grams
C02%
02%
n#
Moisture, %
Md_run
Mw_run

o
2,®.€rt
XoR

ro
OD
CO
Port
s
Point
y
Dwell
Time,
(Mln.)
Elapsed
Time,
h:m:s
Dry Gas
Meter,
(«3)
Pitot VP,
(In.W.C.)
Meter
Temp. {¥)
Stack
Temp.,
(P)
Sample
Train Vac.
(in.)
Impinger
Exit Gas
Temp., (F)
Lp^
Orifice Delta
H, in.
W.C.
Target Orifice
Delta H, in.
W.C.
%!so
Run Cum. DSOs, microns
PM10 PM2.S

MCL
Ska.


Mo,

{(lie
5k
nL
~r\
3-.



£k
£1
loHl


IHcL
%
CL
n\

JouQ_
Q-j5

jail
3Q'oH
1**5-
T2.
•2-
CpO

A,4s"
^5t2~
MftU
mmmmm AChmmmhi m
I* So
135:
IP
H2.
«Mlh
Km ¦»
1A.
kmsT
icza

"tv
nl

-fcl
oHsl


4*fc.:3b*7
Total Run Time|t*p6,'X3
Total Volume, ACF

|Run | *5'
¦NNMaBMlBMHrfMEM!
Averages

4-------
Method 4 - Air Control Techniques, P.C.
Date|SHfu4
identification Information
Client
Plant Name
City

Job
Process
State

fcrV\C OgBa+tT


0
2




Sampling Information
Run Number
Sampling Date
Analysit Date
Personnel

feio.oajj-Aca-'Z.
&»c-&-Tu-ntQrS
Balance Number
Balance Type
Balance Level
Recovery Area
VX- \1cc>
5^9-t*A




5--H-cA


-DL£ {TV
B

Location Moisture Data
Run Number[
Impinaer 1
Final Weight, grams/mis
Initial Weight, grams/mis
Condensed Water, grams
-IVId.T-
111.
Xa

"¦"Tlfo-Z.
TZ2.-3
C '°i
io . 1

Impinaer 2
Final Weight, grams/mis
Initial Weight, grams/mis
Condensed Water, grams
. o
(p3o^

L-zlA
b3o.n
3
1

1.3
Final Weight, grams/mis
Initial Weight, grams/mis
Condensed Water, grams
ko.
Condensed Water, grams	I \
-------
Plant	RMC
City	Raleigh
State	N.C,
Sampling Location	BH Inlet
PARAMETER	NOMENCLATURE RMC-C-IN-PRE4-1RMC-C-IN-PRE4-2RMC-C-IN-PRE4-3
Sampling Location
Date

5/19/2004
5/19/2004
5/20/2004
Run Time
Theta
59.619
59.979
60.381
Nozzle Diameter
inches
0.131
0.131
0.131
Pitot Tube Coefficient
Cp
0.840
0.840
0.840
Meter Calibration Factor
Y
1.006
1.006
1.006
Barometric Pressure, inches Hg
Bp - in Hg
30.3
30.3
30.0
Meter Box Pressure Differential
AH - in. H20
0.460
0.440
0.450
Volume of Gas Sampled
Vm - cu. ft.
23.078
23.043
23.306
Dry Gas Meter Temperature
Tm-T
67.833
72.833
68.000
Volume of Gas Sampled, Dry
Vmstd - cu. ft.
23.545
23.288
23.534
Liquid Collected
ml
12.200
11.700
14.500
Volume of Water Vapor
Vwstd - cu. ft.
0.574
0.551
0.683
Moisture Content
%H20
2.381
2.310
2.818
Saturation Moisture
%h2o
2.556
2.990
2.642
Dry Mole Fraction
Mfd
0.976
0.977
0.974
Carbon Dioxide
%C02
0
0
0
Oxygen
%02
20.9
20.9
20.9
Carbon Monoxide
%C0
0
0
0
Nitrogen
%n2
79.100
79.100
79.100
Gas Molecular Weight, Dry
Md
28.836
28.836
28.836
Gas Molecular Weight, Wet
Ms
28.578
28.586
28.550
Static Pressure
Pg - in. H20
-2.700
-2.700
-2.850
Stack Pressure
Ps
30.101
30.101
29.790
Stack Temperature
Ts - °F
71.167
75.833
71.833
Average Velocity Head
Ap - in H20
1.323
1.322
1.339
Gas Velocity
vs - ft./sec.
64.902
65.155
65.706
Stack Area
As - sq. ft.
1.069
1.069
1.069
Volumetric Air Flow, Actual
Qaw-ACFM
4163
4179
4214
Volumetric Air Flow, Standard
Qsd - DSCFM
4064
4047
4056
Isokinetic Sampling Rate
%i
111.0
109.6
109.8
Total Particulate Catch
Milligrams
332.0
253.3
449.8
PM >10 Particulate Catch
Milligrams
247.3
187.7
351.3
PM10 Particulate Catch
Milligrams
84.7
65.6
98.5
PM>2.5<10 Catch
Milligrams
78.7
53.7
88.9
PM2.5 Patriculate Catch
Milligrams
6.0
11.9
9.6
Total Arsenic Catch
Micrograms
13.67
6.94
14.11
PM >10 Arsenic Catch
Micrograms
7.01
4.64
8.78
PM10 Arsenic Catch
Micrograms
6.66
2.31
5.33
Concrete Production During Test
Cubic Yards / Test
45.00
29.00
51.00
Concrete Production During Test
Tons / Test
117.99
74.06
138.87
Concrete Production Rate
Tons/Hour
118.75
74.08
119.98
PM10 Arsenic Concentration
ug/mg
0.0786
0.0351
0.0541
TSP Arsenic Concentraion
ug/mg
0.0412
0.0274
0.0314
RMC-C-IN-PRE4-1,2,3
-------
Plant
City
State
Sampling Location
Total Particulate Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
Total Arsenic Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
PM10 Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
PM10 Arsenic Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
PM>2.5<10 Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
PM2.s Emissions
Grains/DSCF
Pounds/Hour
Pounds/Ton
Cut Sizes
PM10 Cut Diameter, (microns)
Gas viscosity, (micropoise)
Gas sampling rate, ACFM
Ranolds number, (dimensioniess)
Cunningham correction factor
PM2.5 cut diameter, (microns)
PM2,s cut diameter, (microns)
RMC
Raleigh
N.C.
BH Inlet
RMC-C-IN-PRE4-1 RMC-C-IN-PRE4-2 RMC-C-IN-PRE4-3
gr/DSCF	0.21761	0.16786	0.29495
Ib/hr	7.58019	5.82317	10.25377
lb/ton	0.06383	0.07860	0.08546
gr/DSCF	0.0000090	0.0000046	0.0000093
Ib/hr	0.0003121	0.0001595	0.0003217
lb/ton	0.0000026	0.0000022	0.0000027
gr/DSCF
Ib/hr
lb/ton
gr/DSCF
Ib/hr
lb/ton
gr/DSCF
Ib/hr
lb/ton
gr/DSCF
Ib/hr
lb/ton
0.05552
1.93386
0.01628
0.0000044
0.0001521
0.0000013
0.05158
1.79687
0.01513
0.00393
0.13699
0.00115
0.04347
1.50809
0.02036
0.0000015
0.0000530
0.0000007
0.03559
1.23452
0.01666
0.00789
0.27357
0.00369
0.06459
2.24544
0.01871
0.0000035
0.0001215
0.0000010
0.05829
2.02659
0.01689
0.00630
0.21884
0.00182
D50 - PM10	10.64	10.78	10.64
H	179.49	180.66	179.32
Qs	0.40	0.40	0.41
Nre	3154	3079	3126
C	1.07	1.06	1.07
DwNre<3162-PM2	2.24	2.30	2.25
DsoNre>3162-PM2	2.24	2.27	2.24
RMC-C-IN-PRE4-1,2,3
-------
Type of Mix
Central
Central
Central
Averages
Start Time
810
1008
852
N/A
Stop Time
909
1111
952
N/A
Number of Stops
0
1
0
N/A
Test Date
5/19/2004
5/19/2004
5/20/2004
N/A
Run Numbers
1
2
3

Array 1 Size, SQ FT
100
100
100
100
Array 2 Size, SQ FT
40
40
40
40
Wind Speed Thru Array, MPH
7.10
4.42
1.48
4.3
Wind Speed Thru Array, FPM
624.8
388.7
129.8
381.1
ACFM Thru Arrays
87472
54413.33
18177.05
53354
Actual Cubic Meters of Gas Thru Arrays per Minute, ACM/M
2477
1541
515
1511
Average PM10 Particulate Concentration in Array, ug/mA3
309.2
223.7
193.3
242.1
Measured PM10 Emissions Thru Array, lb / Hour
0.1013
0.0456
0.0132
0.0534
Calculated TSP Emissions Thin Array, lb / Hour
0.3972
0.1761
0.0601
0.2111
Calculated PM2.5 Emissions Thru Array, lb / Hour
0.0072
0.0083
0.0013
0.0056
Calculated PM>2.5<10 Emissions Thru Array, lb/hour
0.0942
0.0373
0.0119
0.0478
Array Average PM10 Particulate Concentration, grains/ACFM
0.0001
0.0001
0.0001
0.0001
PM10 Emissions, Array + Fabric Filter, Ib/hr
0.1028
0.0473
0.0144
0.0548
TSP Emissions, Array + Fabric Filter, Ib/hr
0.4028
0.1825
0.0659
0.2171
PM2.5 Emissions, Array + Fabric Filter, Ib/hr
0.0073
0.0086
0.0014
0.0058
PM>2.5<10 Emissions, Array + Fabric Filter, Ib/hr
0.0955
0.0387
0.0130
0.0491
Average Plant Production Levels During Tests, Tons/Hour
118.8
74.1
120.0
104.27
Flow Rate In Fabric Filter Outlet Duct, ACFM
3775.15
3775.15
3775.15
3775.2
Flow Rate in Fabric Filter Outlet, ACM/M
106.9145
106.9145
106.9145
106.9
Average PM10 Particulate Concentration in Fabric Filter Outlet TEOM, ug/mA:
101.9
117.1
90.4
103.1
Measured PM10 Emissions in Fabric Filter Outlet, lb I Hour
0.0014
0.0017
0.0013
0.0015
Calculated TSP Emissions in Fabric Filter Outlet, lb / Hour
0.0056
0.0064
0,0058
0.0060
Calculated PM2.5 Emissions in Fabric Filter Outlet, lb / Hour
0.0001
0.0003
0.0001
0.0002
Calculated PM>2.5<10 Emissions in Fabric Filter Outlet, lb/hour
0.001
0.001
0.001
0.001
Total Fugitive & Fabric Filter PM10 Emission Factor, lb/ton
0.00087
0.00064
0.00012
0.00054
Total Fugitive & Fabric Filter TSP Emission Factor, lb/ton
0.00339
0.00246
0.00055
0.00214
Total Fugitive & Fabric Filter PM2.5 Emission Factor, lb/ton
0.00006
0.000116
0.00001
0.00006
Total Fugitive & Fabric Filter PM>2.5<10 Emission Factor, lb/ton
0.00080
0.00052
0.00011
0.00048
Truck Hood PM10 Efficiency
95.02%
97.06%
99.42%
97.2%
System Collection Efficiency
94.69%
96.87%
99.36%
97.0%
Fabric Filter Inlet, Total Particulate Concentration, Ib/hr
7.580
5.823
10254
7.89
Fabric Filter Total Efficiency
99.9%
99.9%
99.9%
100%
Total / PM10 Ratio for Fugitive TEOM TSP Calc from Inlet Pre4s
3.92
3.86
4.57
4.12
PM2.5 / PM10 Ratio for Fugitive TEOM PM2.5 Calc from Inlet Pre4s
0.07
0,18
0.10
0.12
PM<2.5>10 / PM10 Ratio for Fugitive TEOM from Inlet Pre4s
0.93
0.82
0.90
0.88
Fabric Filter Inlet, PM10 Particulate Concentration, Ib/hr
1.934
1.508
2.245
1.896
Fabric Filter PM10 Efficiency
99.9%
99.9%
99.9%
99.9%
Fabric Filter Inlet, PM2.5 Particulate Concentration, Ib/hr
0.137
0.274
0.219
0.2098
Fabric Filter PM2.5 Efficiency
99.9%
99.9%
99.9%
99.9%
Fabric Filter Inlet, PM>2.5<10 Particulate Concentration, Ib/hr
1.797
1.235
2.027
1.6860
RMC Emission Factor Calcs
-------
Arsenic Emissions
Total Part, FFOUT
Total Part Fugitives
TSP Arsenic Emission Factors
PM10 FFOUT
PM10 Fugitives
PM10 Arsenic Emission Factors
!\3
0.0412	0.0274	0.0314
0.0786	0.0351	0.0541
0.9993	0.9989	0.9994
0.9502	0.9706	0.9942
7.5802	5.8232	10.2538
1.93386	1.50809	2.24544
0.0333 Arsenic in Total PM, ug/mg
0.0560 Arsenic in PM10, ug/mg
0.9992 Fabric Filter Efficiency
0.9717 Hood Efficiency
7.8857 Total PM Emissions to Fabric Filter
1.89580 PM10 Emissions to Fabric Filter
0.0056	0.0064	0.0058
2.33E-07	1.75E-07	1.831-07
3.77E-01	1.71 E-01	5.98E-02
1.55E-05	4.68E-06	1.87E-06
1.58E-05	4.86E-06	2.06E-06
1.328E-07	6.558E-08	1.715E-08
1.441E-03	1.656E-03	1.279E-03
1.13E-07	5.82E-08	6.92E-08
9.63E-02	4.43E-02	1.31E-02
7.57E-06	1.56E-06	7.08E-07
7.68E-06	1.61E-06	7.77E-07
6.47E-08	2.18E-08	6.48E-09
5.96E-03 lbs/hour Total PM in FFOUT
1.97E-07 Lbs/hour arsenic in Total PM
2.03E-01 Lbs/hour Total PM in Fugitives
7.37E-06 lbs/hour arsenic in Fugitives
7.56E-06 lbs/hour arsenic emitted
7.18E-08 lbs/ton
1.46E-03 lbs/hour PM10 in FFOut
8.02E-08 lbs/hour As PM10 in FFOUT
5.12E-02 lbs/hour PM10 in Fugitives
3.28E-06 lbs/hour As in Fugitives
3.36E-06 Ibs/hr As
3.10E-08 lbs/ton
AP-42 Central Mix Total PM - lbs/ton
1.87E-08
Percent of AP-42
384.2%
-------
Plant Name: 6MP TWMt
Client: National Ready Mixed Concrete Association
Job No.
Date
it. iNamjiKU xvcauy iviiac:u	r\.aau^ia
nIo.: 877	City/State: faWaV, KC
filial 0^	1
Personnel :TTB
Run4 |
Time
In/Out
Water
Truck V
Cement
Truck V
Visible
Emissions in
5%
Increments
Load#
3454 o1*-
C8ID-SZ0
—

0


oszo-eM
—

0
2*t2H




0
2H2-S
W-851-
—
Ss'
z>
2-ME
xs*-tft (ft
—

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2.11&


































































































































U)inD
io -su> 5J "6.>
£*G£lKrt-h
-------
Plant Name-.tfoflC
Client: National Ready Mixed Concrete Association
Job No.: 877
Date
1
City/State;

hlC
Personnel :TTB
Run
(^151^^
loofr
sro?fUi(ve W&
To Wai"t P°f
I aSTswX
5fA83 ftuNfi**
«rfo?
SlAfT VP$>
51#W HM>
5(W 1111
Time
In/Out
Water
Truck 4
Cement
Truck 4
Visible
Emissions in
5%
Increments
Load#
I04D-I615
—

6
2H52
IDI5'103I
-
w~
d>
2H2D
1C63'£53
—


5H3H
106- ft\5
—
V-
O
£





























	









































































































"i
cxdrlqrk.
-------
Plant Name:	*^)(kCd^X\
Client: National Ready Mixed Concrete Association
Job No.: 877
Date
City/State:
Personnel :TTB
5ms51
STO?^
I Time
In/Out
Water
Truck V
Cement
Truck V
Visible
Emissions in
5%
Increments
Load #
}52
aw
—

o
2H&I

' 1do

i*-*
o
mm


—.

o
3318
IlkRzo
.—

O
2^20

Chancy
)J"T
-------
Method 2 - Air Control Techniques, AC.
Identification Information
Client
City
NttfvKA Kmc
Job
State
S3;
MC.
Sampling Location and Port Information
Sampling Location
Measured Barometric, in. Hg
Duct/Stack Dia., In.
B»07

Ptot ID
Pitot Coeff. (Cp)
16313 tc id
mw

¦fOl

Kiw? * W
Run "h
Measurement Data
ZD—
Date
Run Identification
Stactic Pressure, in. WC
Start Time
End Time
Pitot Leak Checks
Positve Side
Negative Side
w
Date
Run identification
Stactic Pressure, in. WC
Start Time
End Time
2
ml
uS3
{%

H
10
11
12
13
14
15
16
17
18

3UB.
Temp. °F
32_
*±T

W
w
M
Positve SideREI
Negatiye Side) 3*V"
T	...
SD. in. Wc^ Temp. F

1
2
3
4
5
6
7
8
,90
11
12
13
14
15
16
17
Date
Run Identification
Stactic Pressure, in. WC
Start Time
End Time
Positve Side
Negative Side
I
IM
ww
ifr
w
0
Average)	Average [Bfiip-ff |


1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
Average
Ad. in. WC Temp. °F
Vs = 85.49 * Cp * ((AP avg) * (460 + ts) / (Ps * Mj
.0.5
S3 ^

-------
Method 2 - Air Control Techniques, P.O.
z1
Identification Information
Client
City
RfT
&
Job
State
"gY^y

810 *!
m iZ,
1^5
Sampling Location and Port Information
Sampling Location
Measured Barometric, in. Hg
Duct/Stack Dia., In.
Pitot ID
Pitot Coeff. (Cp)
>7 Q.5ff--fefvvOugr TCID
1WW
ML
o.f)
Measurement Data
Date
Run Identification
Stactic Pressure, in. WC
Start Time
End Time
Pitot Leak Checks
Positve Side
Negative Side
tjjnftiH


Dai
Run Ideniificatii
Stactic Pressure, in. WC
Start Time
End Time
36
*
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18

L-^
T^r-
137fr
,	Date
Run Identification
Stactic Pressure, in. WC
Start Time
End Time
Positve Side
Negative Side
E<5
9E
mz
Temp. °F
M.
JO.

3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18

^-3
a5*
*
•n

1

a*#













0? $
m
ct
fid












1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
Ap. in. WC Temp. °F
Average!	I (#$ I Average	I Average
3,1? ' fa /Vrf/SffO* 3,%
Vs = 85.49
Cp * ((AP avg) * (460 + t8) I (Ps * M,))'
,0.5
fer	^sf H-tl
-------
Plant Name; 	
Client: National Ready Mixed Concrete Association
Job No.: 877 City/State:	, NC	Personnel :TTB
Date/))l#4 Time Sample Taken 11 »H5 Sample Type
\6o
2iX>
Pan Sieve or
Mesh Size
Tare Weight,
Grams
Sample +
Tare
Sample
Alone
% of Total

Sco.?
5W>."7-



SSZ-H
sez.^

-

MI4.9
&8Z
033
33. ^
15o*[rn
m^-s
71T-.4
3^.1
?aa 5

343.5
355.1
n.&
225





Pan
3m>rv
mn
3.1

Totals

5\U.2

A.)	Sample Weight Wet-Pan Weight
B.)	Sample Weight Drv-Pan Weight
C.)	% Moisture = {(A-B)/A}*100
PatTime Sdiriplc Tskcn \513 Sample
-	LUffc^ ** ^
= 635.(c
-	_M%
TypeCemart
tl&AA
ZD
UX>
Zoo
Pan Sieve or
Mesh Size
Tare Weight,
Grams
Sample +
Tare
Sample
Alone
% of Total
Vmm
5a>r?-
#*>.?
—
—•
Rmno
?rz.-M
5S2.4
-
«#»

rHW-6
Wk 4$m

715A
3^>.3


342) .4
34H.H
£U>
6.2/j>





Pan
310 -1
371.2>

Z.3D
Totals

3fl.3

A.)	Sample Weight Wet-Pan Weight
B.)	Sample Weight Drv-Pan Weight
C.)	% Moisture = {(A-B)/A}*100
= 154	; 3jl5
-------
Plant Name:
Client: National Ready Mixed Concrete Association
Job No.: 877	City/Stale: Ralegh, K/C	Personnel :TTB
Date Zll&l&l Time Sample Taken 1^)3 Sample Type \J $514
z o
\6D
u*>
Pan Sieve or
Mesh Size
Tare Weight,
Grams
Sample +
Tare
Sample
Alone
% of Total

5&>•}
£»¦"?
-
—»

662. H
SszH

-

H14.6
MI5-6.
l.o
a.iH



3t&£
n,\


3M3.H

H5(o.4
ui.t>






Pan
3^-1
651-5
Zfr.H

Totals

12f>-5
\0t),00
A.)	Sample Weight Wet-Pan Weight =	mil
B.)	Sample Weight Dry-Pan Weight =	<33^).^- f$-
C.)	% Moisture = {(A-B)/A}*100	=
Pate51 l&l C^\ Time Sample Taken \-fOfo Sample Type	£	
zt>
uo
zp&
Pan Sieve or
Mesh Size
Tare Weight,
Grams
Sample +
Tare
Sample
Alone
% of Total

5.y

	
:—

6?2.*i
mb
\^oz
2Z 05

41H-B
103-1
481.1

\5d utft
3f|.M
351-1
1-5

-e 1
3H3.5

l-l
o.fl





Pan
itfC.2-
mh
Z3
o.ia
Totals



A.)	Sample Weight Wet-Pan Weight
B.)	Sample Weight Dry-Pan Weight
C.)	% Moisture - {(A-B)/A}*100
281
-------
APPENDIX C
PLANT PRODUCTION DATA
-------
APPENDIX C1
RMCC TRUCK MIX
PLANT PRODUCTION DATA
-------
Parameter

Date
12//8/03





Run #
WF-T-1





Run Time Start
901





Run Time Stop
1112





Load Time
902
909
919
1000
1009

Load #
7
8
9
10
11

Sand 1, lb
13800
13880
14160
5680
8520

67 Stone, lb
18000
18000
14000
5520
8280

78 Stone, lb


3960
1520
2360

Cement 1, lb
3970
3970
3630
1450
2200

Flyash, lb
1190
1190
1290
520
770

AEA, lb
2.75
2.75
4.31
1.81
2.56

WR, lb




5.44

Retarder, lb






HRWR1, lb






CLACCEL, lb


63.75
12.5

r\:
NCACCEL, lb
70
70



00
Water, lb
1376
1264
1128
440
664
*je2a»







Total, lb
38409
38377
38236
15144
22802

Total, Ton
19.2
19.2
19.1
7.6
11.4

Yards
10
10
10
4
6

lb/yd
3841
3838
3824
3786
3800

Ton/Yd
1.92
1.92
1.91
1.89
1.90
Totals
1017
1024
1034
1043
1053
1103

12
13
14
15
16
17
11
14120
8360
2720
1520
7640
14040
104440
17960
10640
3520
1320
7600
14000
118840



440
2200
4000
14480
3980
2150
830
350
1990
3650
28170
1200
780
240
140
720
1310
9350
2.75
1.44
0.56
0.44
2.38
4.31
26.0625

4
1.4375
0.9375


11.8125
0
0




35
63.75
175
70





210
1280
800
280
128
760
1432
9552






Totals
38613
22735
7592
3899
20947
38500
285255
19.3
11.4
3.8
1.9
10.5
19.3
142.6
10
6
2
1
5.5
10
75
3861
3789
3796
3899
3809
3850
3827
1.93
1.89
1.90
1.95
1.90
1.93
-------
3 s
BDeC'03
Load
1 )Vi.'
:l 0,. 00
© . 00
65, 00
300ft PS I
;'Aggr e y-at o
T,nrlg ;
• a 3 otat'.'i;	ft rim in
T i: < r u t, fttu a i 3 i#.t< .<
SAND).
S7ST0NG
C © in e n i
uEMEN'i 1
FFLYftSH
Tar f
1398 3. Lb
1600® Lb
i'flt Q
1380® Ir> Tai 11,9%	ftEft	« !
18000 In Tol ©, 0%	WR	*-3
%	RETftROER	*1
%	HRW«1	*l
%	iXftCCEL.	kI
WOPCCEL	* i
litre	isro
Targa t He iuai 31 a •; u s
Tare
4000 Lb
1.K00 Lb
i e o
3970 In Tel
1198 In Tol
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4- 4 o
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0 iJ Z
0 a
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1.1 £0 u£
far a
/ '5
4-"+
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0
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1 1 ;-:0
1 e r"- <3
Tarcet fictuai.
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T :A r t?
137S Lb
£Sr S.i
1376
i n	' o i
In	Tol
Tit	Tol
In	Tol
Ivi	Tol
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Tar-e
-------
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figgregate
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i
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«7
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11 m
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4000 Lb
3970
Jr. Tol



fairs
2 e r d


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lc!®<3 Lb
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1 £64
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-------
35190M
8Dec©3
Load #?,

10. @0 0. 0® 0, 00
13 3000 PS I BLE'NDED MIX
yd3
2029
i ,i	%
Hggi"f?gat e
"argst flee ua1. Status Koist Admix
Target Actual.
7 f"' O
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7 SS TONE"
C e iii e n t
CEMENT i
PFLYrtSH
i 3.' ©
1.4376 Lb
14000 Lb
40@0 l.b
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14160 Jn To 1 13.4%
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0. o:- wr
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14000 In To!
3960 Manual 0.©% RETftRDER *1
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3650 Lb
1300 Lb
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3630 I "c> Tol
129® In To I
CLOCCEL *1
MCflCCEL *i
t4at in
WATERS
T gr e
69 02
0 OS
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1082 oz
0 O 2
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0
8
Z fe r f>
Target rUrfcui
*1
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11L'4 Lb
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1 1 Ztl
I ri T o i
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I n i" o I.
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Z e r- o
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-------
1.0 s £00M
8D&C&3
4.00 0.00 0. 00	19 3000 P81 BLENDED MIX
£ i i 9
1 . c'S %
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T«re
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500 Lb
52©
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WATERS
* 1.
443 Lb
440
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-------
Ml) ir C.';0 JS	1 WrESEri'
Load it:,	11
fc. ®0 8.00 CU00	19 3000 P31 BLENDED MIX	yd3
£081
I,£5 % . 10© %
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863fci Lb
85 £8
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13, 5%
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S7STGNE
8400 L.b
A£B0
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87
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£400 Lb
£360
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FFI YASM
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770
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WAT ERE'

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£.W! ,, O
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1. £30
in T o .1

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-------
Load # s»
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0, 0%
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1. e r o
PR. YSSH
78® Lb
790
In Tol

W«TER£
s-l
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mo
SI: 3'i; a s
1 n	T r, 1
In	Tol
In	Tol
In	Tol
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I n	T o 1
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Tar
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-------
La ad # i
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£„ 08 t?.i, 00 0, 00
t87 3000 PSI
c!.'ci 1 ij
1.25 % 100 %	0 %
figgr;;yat a
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Cg went
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FRL/hSH
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3600 Lb	3550	In Tol
i ar" e	ifrri
Target	*.Aet ua 1	Status
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£4© Lb
a t; r c
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24© In Tol
St
fid ill I X

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f-SC 1- U i



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%
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*5
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%
%
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*1
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0
%
CLfiCCEt.

0 Li £
9

NCftCCEL
Si
0 0 2
0
—


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a C?ro

Wat er

Target
Oct ual



i ^re
Z a r o

Wi4T'£RL
k i
£79 Lb
£80
St i; M. S
A n	"? o i
iu	Tol
In	Tol
In	To I
I n	T a 1
In	Tol
S fc at: u M
In Tot
Trap
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t. Z) r o
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1 , 00
®» 00
0„ 0©
3@0Cf PS I BLENDED Mi:
2085
J , irih % 5 %
W *A
Oyyregat>
Tar gel': Actual Statu a Moist Hdwin
BOND J.
S7ST0NE
73ST0NE
Tars
J.4S8 Lb
1400 L. h
408 L.b
"Fare
l e r o
1580
1320
440
iSi'O
Out "To J t£,. 3"i
In T'o] 0.05S
In Toi
0, 0 %
%
%
C « » e n t
CEMENT!
r™FI.VftSH
Target flctuai Status
Tare
365 Lb
13® Lb
L Si" O
550 Manual
14-0 Manual
T a r g e t A t u a 1 S t -a i; u ?:
ft Eft	* i
WR
RETARDER *j
HRWR1 *1
CLftCCEL * 1
NCftCCEL * 1

Tare
7 o;;
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£} o z
0 O ,Z
0 Oi:
0 OZ
Tare
Z t; r- o
15
e
0
0
6
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Wat Br
Wf-tTER.a
*1.
Tar1 e
130 Lb
I n	j o 1
1 V)	T (3 1
In	Tol
i n	1" o I
In Tol
I n	o I
Target fictual Status
l e r o
i.aa .in Toi
,&i >:•
Tare
l ». r o
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8DeeiC
Load #:

C. \.J '"fc
i 6
5,
0, 00 0., 0©
5000 PS I Eu... ENDED MIX
•T- :
!"•:
1 i; ;
1/5 •',*
hggregat e
BAHD1
G7ST0NE
78ST0ME
Cement
CEMENTi
FFLYtTSH
Target fet ua i Status Moist HtJiiii.
i c! I'" >:i
7773 Lb
7700 Lb
5:200 Lb
Tare
i <¦? !¦¦¦ 0
7640
768©
fc:£0©
© i'"' O
In Tol 11,3%
Irs To! Q,e%
Manual ®.
%,
%
Target v,;flct,«al SI; at us
Tar-e
700B Lb
715 Lb
j. 998
7clG
I '<¦ "f o 1
X ?¦ t Tol
ftE:Tt	•>'!' J.
yR	*j
RETfiRDER *}
HRWR1 #i
CLACCEL a 1
NCflCCEL *i
Wat t'i
T'ar q et rtct ua 1 St a1r.
Z 9 v- <:>
Tar w
58 02
0 o.:
8 oz
0 O 2
j£ 0 2
0 8 2
f art;
33
0
0
0
568
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In	Tol
In	Tol
i !'•	7 d :t.
In	Tol
In	Tol
In	Tol
1 arget ftct us..1 8tat us
WflTER,?
* 1
Tare
753 Lb
/, 9 r o
7 (j0
In Tol
1 are
/.. e r o
Is r«
/ r-} »'* i.T
-------
1 'i ; 
-------

Date
12//8/03

Run #
WF-T-2

Run Time Start
1214

Run Time Stop
1414

Load Time
1214

Load #
22

Sand 1, lb
2320

67 Stone, lb
1040

78 Stone, lb
1040

Cement 1, lb
1010

Flyash, lb


AEA, lb
0.19

WR, lb
2.5625

Retarder, lb


HRWR1, lb


CLACCEL, lb

!\5
NCACCEL, lb

CD
Water, lb
112
C"3



Total, lb
5525

Total, Ton
2.8

Yards
1.5

lb/yd
3683

Ton/Yd
1.84
1246	1343	1359
24	25	26
4240	3160	6320
5320	4000	8000
1190	820	1830
350	300	560
0.875	0.25	1.25
2.1875	3.3125
3.4375
232
224
448
11335
8508
17163
5.7
4.3
8.6
3
4
4.5
3778
2127
3814
1.89
1.06
1.91
1223
23
8640
8920
3100
780
0.875
5.875
416
21863
10.9
5.5
3975
1.99
Totals
1407
27 Load #	6
5600 Sand 1,1b	30280
7120 67 Stone, II	25480
78 Stone, II	9960
1590 Cement 1,	9540
470 Flyash, lb	2460
1.125 Liquid Air AEA, lb	4.5625
3	Water Reducer WR, lb	16.9375
Delays Set Time Retarder, II	0
High Range Water Reducer HRWR1, It	3.4375
Calcium Accelerator Speeds set time CLACCEL,	0
Non-Chloride Accelerator Speeds set time NCACCEL	0
440 Water, lb	1872
Totals
15224 Total, lb	79617
7.6 Total, Ton	39.8
4	Yards	23
3806 lb/yd	3531
-------
Load # 2
1 . 50 8. rn 0„ 00	1 4000 AIR SCC STONE BLEND yd3
TcucK M'x
\Wi 4 2-
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£390 Lb
£320
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1 4 n 3*4
AE::.i"~i * i
3 a s

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7SST0WE
1101 L,b
1040
In To 1
0, 0%
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41 c: 2
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67BT0NE
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1013 L. b
101.0
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J 08 Lb
1 :i;?
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! are /. ero	i ar t~; •¦¦¦ J.,.;
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Load
50

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CEMENTi
FFLYflSH
Tar s L er o
Target Actual Status
Tara
3108 Lb
770 Lb
i e r o
? A tM:
780
In Tol
In Tol
%
fiEfi	# i
MR
RETftRDER *1
HRWR1 *1
CLfiCCEL *1
NCflCCEL *1
T a r o el m c t y, a 1 S t; a i; a s
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£¦ ]
fare
4ri:6 Lb
i.irTO
4 2. fi I n 7 n 1
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13
3000 PS I
PA 17
1HS % IB® >=
HJ '/«
A g g r e g at «
SrtNDl
G7ST0NE
C e n e n t;
CEMENT 1
FP'LYASH
Target Actual Status Moi<=t
Tar a
4SBG Lb
5400 Lb
i ar
£ a r- o
484®
5330
l e r o
In r o i 13. 9%
In To J $,.<3%
%
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Tar get . fie fc us. 1 Stat >„>«
Tare
1£«0 Lb
3fc>W L b
Z s i'Q
i 190
350
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It, O 1
Target fictuai Statu:
AEft	*1
urn
RET fiRDE'R	*<
HRWFU	*1
claccel *j.
NCflCCCL * i
Wat: er
WATERS
I arte iiiro
13	oz
36	o 2
0	QZ
0	O 2
0	Di!
S3	o, z
"!' a r e
:l 4
35
0
0
0
0
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Target Actual
In	Tel
In	To I
I n	T u 1
In	To 1
In	loi
In	To I
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Tare
£23 Lb
L 6 1 Hi
23ci In To J
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L o a ci # :
4,00 @,00 0,00	3i 3000 READYFLGW	yd3
£1 31
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3160
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4000
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55
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797 Lb
830
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300
in 7 0"!

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£24
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Zero

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BOee-03
L 0 d "il i
£fa
4,50 0. m
0, 06?
187 38W0 PS I
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£005
i.<25 % i@e % &
Hogrsgaie
BftNDl
67ST0NE
C i« e n t
CEMENT1
Fr L V'ftSH
Targafc Actual Status i'loi-rt	rtdmix	Target	Actual Siatu-s
Tare Zero	Tar's	Not Zero
£436 Lb 6320 In Tol ! 4„ %'A	ftEfl *1	£0 ou	£0 In Toi
5100 Lb 8000 In Tol 0.0%	WR	54 o-	53 In Toi
%	RETARDER *1	® ok	© in Tol
%	HRWR1 *1.	8 qz	0 In Tol
"i	CLftCCEI. *1	© OS	a In Tol
Tare Zero	NCftCCEL si	« 0.~	© In Tol
	-		-					-	-		Tare	Zero
Iarpt fict usi Stat u6					-		-	-	-	
	—				-	—					Water	Target	fte/tuai Biatas
Tare	Tero			-			- -	-		-		
180® Lb 1638 OutTol	Tare	Zero
540 Lb 560 Out To t	WATERS *1	44T Lb	448 In Tol
1 are iero	iare	Zero
-------
13B?i£
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BDecWJ
Lord -ft 11
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3000 PSI
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2 &r o
5688 Lb
5600
In Tol
•• cr «.•/
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7120
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CLftCCEL

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Z & r a
Target Hcfcu-al Status
Tare
1B6'0 Lb
480 Lb
/ e r o
159©
470
Ir. Tol
lit To!
Wat er
MATERE
In	Tol
In	Tol
I;;	T o 1
In	Tol
I i'i	Tol
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Target Act us I Status
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1 if"* ft
42E Lb
Zero
44® In Tol
Tare
ero
I are
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-------
Date
12//9/03
Run#
WF-T-3
Run Time Start
753
Run Time Stop
1003
Load Time
756
Load #
1
Sand 1, lb
14520
67 Stone, lb
18080
78 Stone, lb

Cement 1, lb
3720
Flyash, lb
1290
AEA, lb
4.69
WR, lb

Retarder, lb

HRWR1, lb

CLACCEL, lb
33.125
NCACCEL, lb

Water, lb
920
Total, lb
38568
Total, Ton
19.3
Yards
10
lb/yd
3857
Ton/Yd
1.93
827
914
924
3
4
5
14120
2800
15920
14000
3560
16360
3960


3640
800
3710
1300
230
1390
4.375
0.5625
3.75
9.0625
1.4375
9.25
1232
208
744
38265
7600
38137
19.1
3.8
19.1
10
2
10
3827
3800
3814
1.91
1.90
1.91
817
2
14360
14040
3920
3620
1290
4.3125
9.0625
1344
38587
19.3
10
3859
1.93



Totals
1014
1025


6
7
Load#
7
6240
12400
Sand 1, lb
80360
6400

67 Stone, II
72440

12800
78 Stone, II
20680
1510
4480
Cement 1,
21480
570
1110
Flyash, lb
7180
0.5
1.3125
AEA, lb
19.5

8.4375
WR, lb
37.25


Retarder, II
0


HRWR1, It
0
38.75

CLACCEL,
71.875


NCACCEL
0
248
856
Water, lb
5552



Totals
15007
31656
Total, lb
207821
7.5
15.8
Total, Ton
103.9
4
8
Yards
54
3752
3957
lb/yd
3838
1.88
1.98
Ton/Yd
-------
LvcUj i'!;
1£. 00
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5000 PS I
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333 Lb
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333
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1 £?>. 00
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3008 PSI BLENDED MIX
£11 9
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10,80 W„ ©0	J'i 3S00 LSI BLENDED MIX
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14276 Lb
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3650 Lb
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187 3®00 PS I
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800 Lb
£4» i... b
7 e r-o
880 Id Tol
£30 In To]
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In	Tol
In	Tol
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Ta»'g e t ftc t ua i 3t at n s
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£16 Lb
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£06 In To!
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Tare
15
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10.80 ©,80 0. 0©	i. 90 3000 PS I
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3700 Lb
3710
In Tai



1" a r !:¦
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1400 lb
1390
I n I o 1

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740 Lb
744
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1-0 A tf # J .
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3d 3080 PSI
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>'acfcr Zt'rC	lar't' .it'V'O
BAND! X*£38 Lb 1.4480 In Toi 13. 1%	fit.A	*1 75	o;-:	73	in	Tol
S7ST0NE 18000 Lb 13040 In Toi	WR	* 1 C5	0;:	in	To I
%	RETARDED	#.1 0	oz	0	In	Toi
%	HRWR1	*1 ©	02	i/i	Tn	To)
%	CL.ACCEL	535	02	330	In	Toi
f are Is c o	NCAuCk.L	0	oz	W	in	i 0 I
,L t: i' ' U
Lenient	. Tar-yal^.	3t at u
Tars
	-	 W a t e r	a 1 "¦ tj s i He-1 u a '. 31 a t u.
Tare Zero				-	
CEMENT;.	3750 Lb 373® In Toi	Tare Z*ra
FFLv'AOH	130© Lb 1.3:10 In Toi	WPTER3 *.i. :t 133 Lb .1:333 In Tel
line	i t r o	! a 1 '¦ ts	Zero
-------
<+^D.
11/5 a 1 4fiM
9D&C.C3
.. oad #5
4, 00 1?!,, 00
©, 0©
190 3000 PSI
"v
1, £5 "A
rtgtir e yat c:
T-er yet Actual Status Moiirfc husih
Tav-qpf; fict ua i Status
SGND1
67STONE
I,' e oi & n t
1 -y;K Y'~ i?
6347 Lb
6520 Lb
Tare
Target
Z e r o
be 4®
64@@
Zero
i-ict ua i
X I'i
I n
T ti 3.
1" o 1
St a t us
CEMENT 1
FFLYA53H
Tare
t'ifWi Lb
S30 Lb
z e r o
ISliZi
570
Out Ta I
Irs Toi
Icrl. 9%
0. 0%
%
%
AEP.
WR
RETBRDER
HRWRi
CLflCCEL
NCACCEL
14 st er
WhTEES
*" i
*1
•S~ 1
«¦ \
*1
*i.
Tare
Zero

B o z
a
t ii T o 1
0} Of
0
i n T o I
0 O 2
w
If. To!
0 02
0
In Toi
£ 0 Z
6£0
I Ti Toi
0 O ¦/.

Jn To I
Tat -e
Z e r c

rnet;
[ ¦(' t U ¦. J
Stat nc
"1' ?. r e
7 s !¦"• >:>

9 Lb
£48
Jn To 3
T ire
i W f" O
a r e
-------
APPENDIX C2
RMCC CENTRAL MIX
PLANT PRODUCTION DATA
-------
Date
12//10/03




Run #
WF-C-1




Run Time Start
822




Run Time Stop
1324




Load Time
825
843
906
923
1239
Load #
2
3
5
6
11
Sand 1, lb
14640
13040
14080
14000
10800
67 Stone, lb
18000
18000
18000
18040
16200
78 Stone, lb





Cement 1, lb
3720
4250
3990
3970
6300
Flyash, lb
1290
1070
1210
1200

AEA, lb
4.69
2,75
2.75
2.8125
1.4375
WR, lb

7.9375
7.5
7.4375
11.9375
Retarder, lb





HRWR1, lb





CLACCEL, lb
65.625




NCACCEL, lb





Water, lb
1104
544
360
384
768
Total, lb
38824
36915
37650
37604
34081
Total, Ton
19.4
18.5
18.8
18.8
17.0
Yards
10
10
10
10
9
lb/yd
3882
3691
3760
3408
3787
Ton/Yd
1.94
1.85
1.88
1.88
1.89
Totals
Load#
5
Sand 1, lb
66560
67 Stone, II
88240
78 Stone, II
0
Cement 1,
22230
Flyash, lb
4770
AEA, lb
14.4375
WR, lb
34.8125
Retarder, II
0
HRWR1, It
0
CLACCEL,
65.625
NCACCEL
0
Water, lb
3160

Totals
Total, lb
185075
Total, Ton
92.5
Yards
49.0
lb/yd
3706
Ton/Yd
-------
-------
-------
-------
-------
. \
7 1 1. 9
1. „ £5 % 100 %	0
\
)
V 7
1£39PM
10Dec0:
L O 3 u # ;

i 1.
00 ®» 80 ©,. 00
5000 PS I
v a v
ft g !_j r & q a I ( ] 1
Tar g et Act u-s i St at us
1 3. f"' K:
6354 Lb
Z e r a
630©
In To I
Wat e r
WhTER£
Tare Zero
Targ e t ftet ua 1 31 &t ua
M
T s r e
763 Lb
' s r u
768
In T oI
Tare
. y r o
T are
. e r a
-------
Date
12//11/03




Run#
WF-C-2




Run Time Start
731




Run Time Stop
937




Load Time
733
741
753
759
812
Load #
3
4
5
6
7
Sand 1, lb
13960
14120
14160
14160
14720
67 Stone, lb
18000
18040
18000
18000
17960
78 Stone, lb





Cement 1, lb
3970
3970
3970
3990
3740
Flyash, lb
1220
1200
1200
1210
1300
AEA, lb
2.75
2.75
2.75
2.75
4.75
WR, lb





Retarder, lb





HRWR1, lb





CLACCEL, lb




33.125
NCACCEL, lb
70
70
70
70

Water, lb
1152
1064
1088
1000
168
Total, lb
38375
38467
38491
38433
37926
Total, Tori
19.2
19.2
19.2
19.2
19.0
Yards
10
10
10
10
10
lb/yd
3837
3847
3849
3843
3793
Ton/Yd
1.92
1.92
1.92
1.92
1.90



Totals
858
914


8
9
Load #
7
14640
10800
Sand 1, lb
96560
17960
16160
67 Stone, II
124120


78 Stone, II
0
3720
6320
Cement 1,
29680
1300

Flyash, lb
7430
4.6875
1.4375
AEA, lb
21.875

11.875
WR, lb
11.875


Retarder, II
0


HRWR1, It
0
33.125

CLACCEL,
66.25


NCACCEL
280
192
1900
Water, lb
6564



Totals
37850
35193
Total, lb
264734
18.9
17.6
Total, Ton
132.4
10
9
Yards
69.0
3785
3910
lb/yd
3838
1.89
1.96
Ton/Yd
-------
M-m
11 Dec:®;
i 833034
Load•#:
10. 00 0. ©8 0„ ®0	1.6? 380® PS 1
i.. £5 %
Pgyrggate Target Retusl Status Moist	fldnih	Target	fictua]	Status
Tare Zero	Tars	Zero
SfiMDl 14203 Lb 13960 In Tol 3.3.4*	ftEft *1	44 o?.	44	In Toi
S7ST0ME 13000 Lb J.8000 In Tol 0.0%	WR *1	0 o.s	0	In Tul
%	RETORDER *1	0 ok	0	In Tol
%	HRWR1 *1	0 0 2	0	In Tol
%	.CLACCEL *i	0 w	0	In Tol
Tare Zero	NCPiCCEL *1	1128 oz	112®	In Tol
	-	-		-			-		----		*	-		Tare	Zero
Cement	Target fictua I Status				-	-	—-	*	-	-		
	-				-	-	--	-	Water	Target	Actual	Statu?
Tare Zero	-	-			—	-					
CEMENT! 400© Lb 337© In Tol	Tare	Zero
FFLYftSH 1800 Lb 1820 Out To I	WATERS *1	1347 Lb	1152	In tol
Tare Zero	'Tare	Zero
-------
££ 14
1, E:5 %
1 fiM
i i Dfc@;
L,. O ci # ;

4
10. 00
0, g@
0. 08
3000 P8I
,»H •
Aggregate
Target Met us. I Status Moist ftriwix
1"a i" n e t flctua 1 S t: t u s
SftNDl
67ST0NE
Cement
Tav e
141286 Lb
18000 Lb
Tare
Target
s r o
1 4 1 £0
16040
Zero
He t ua .'I
hi Toi 13.9%
In To 1 ©.©*
St at u s
CEMENTi
FFLYftSiH
Tare
4000 Lb
120® Lb
! are
Zero
337®
1 £0'?
Z RTU
In To I
In To 3.


Tare
Z Sr u


ftEft

44 o z
4 4
I n
To 1
WR
* i
S 0 2
0
I n
Tul
REThRDER

8 o z
0
I n
Tol
HRWR1
* j.
<7) oz
0
I n
To 1
CLftCCEL
* i
@ o >:
0
I •( s
T o 1
NCHCCEL
*5
1120 o z
i 1E0
In
T o 1


Tare
Z e r a


Wat i'i'

Target
ftctU«1
Stat u s;


T aire
Zero


iriH'TERc:
*1
1064 Lb
1SS4
In
fu J


Tare
2 e r o


-------

11 Dec: 03
Load !!• s
i	'i *4-
/:*(j $0	v:;« M0	W. 00	1 ii / .5
2113
1, £5
rtggrsqate
T-arga fc
HCt Uii j.
St at u s
H a i a i
fid in). k

Tar gel;
HCt S.li) 1
St;
¦it us

Tare
Zero




T are
/err


BfiNDl
14269 Lb
141S®
In Tol
13= 6%
H'Ih
* .1
4't O 2
4
1 n
T o I
S7gTONE
J.S@00 Lb
1 0000
in Tol
0 - 0 'L
U R
*1
0 o
0
In
T o 1




«/"
i B
REThRDER
* 1
6 D z
8
In
To 1



•
%
HRWRj.
* 1
0 0 .£
0
In
Tol




%
CLACCEL
*1
0 0 7
0
li.
Tol

Tare
Zero


NChCCEL
*!
1 1£?0 o,i
1120
i i't
Tol
							-		-		-	Tare Zero
C?;Mant	Target Actual Status				-	-				—		*	*	
		-							-						-		Wat c-r-	Target fictual Status
Tar* Zero		-	-						-		
CEMENTj.	4800 Lb 3970 In Tol	Tare Zero
FFLYhSH	IBm Lb 1S00 In r0 J	WATERS *1 J @3:1 Lb 1088 Li To I
1 a r1 tv Zero	'T a rt / e r o
-------
7 :• 59ftM
i i D&c®3
Load #s„

10.»» 0.00 0=00	187 2008 PS I
£005
X 25 %	® >i	e
h ugrsgats
Target;
Pet ija ].
St a t us
Moi st
Hid iSi :i ;¦<
Target
Hctui1
ui-

Tare
Z e r o



T av-fe
Z r o

3HND1
i435£ Lb
i 4160
In 7 o 1
14,. 3%
hEA * i
44 o
4 4
1 n T' o I
67S TOME
18000 Lb
i 8000
In Tol
0, 0%
WR > 3.
0 o z
13
In Tol



<

RETflRDER *4
0 o :¦?
0
I n T o J.




%
HRWR1 «J.
0 0 Z
0
In Tol




%
CLfiCChL #1.
0 o ?
0
Ivi Tol

Tar a
.i e r o


NCfiCCEL * 1
ii£0 ox
1 1 £0
I n f o I
¦ -	- -	
			
-	-	
-			—
	-		

Tare
..£. e r o

C e m e i"! t
Target
fie i; ua I
¦"'.it 

Tar a
a r o


	-	

¦ -	-	-	
			
CEMENT 1
4000 Lb
399@
In Toi


7Tsrs
2 e r a

FFLYfiSH
:i.S®@ Lb
1 £ i 0
Ili i' n I

WPTERL il.
993 Lb
i 000
I n T'1

Tare
7. e r n



a r e
Z e r o

-------
1 J. Dec S3
L o a cf « • ¦¦
10, 00 @.00 0„ 00	186 3000 PS I	yc!3
££ 16
1 „ £5 "/•	© %	® %
Aygreg^t ft
i".3'ry Gt
ftct 1 .• 1
Vj "L C -H
MO .!. fc
fid is! i
Target
Met ua1
St at ui

Yavs
Z e r o



Tare
Z e r o

ShNDI
14774 Lb
147 £0
I I'i T Q 1
13. 9^
hLH k-1
75 oz
7 a
In Toi
S 731" ONE
10000 Lb
179&0
In To I
0, 0"/n
WR #1
0 o z
0
I n T o 3





RETWRDER *i
% oz
0
In Toi.




%
HRWR1 -v 1
0 o*:
0
In To 1




%
CLfiCCEL
53:5 oz
530
T T'i T o !.

Tare
L B 0


NCACCEL «1
0 a z
0
I n T o 1
	-	
- -	-	-	




77; re
X <•: r o

Cement	Target Actual Status						—		-	
	-	-	-			-			-			Water-	Target Actual Status
Tars Z eru	-				-	-		
CEMENT 1	3750 Lb 3740 In To I	Ti.re 	 ££7
FFLVmSH	1300 Lb 130® in To A	WAT ERS *1 163 Lb	168 1 r, To il
[ -a r © Zero	! rsrb L & r ¦ d
-------
Load	8
13. 00 0. 00 ©„ 00	1Q& 3000 PS1	yd5,
SQS9
i, as %
h g g r « g a t s
Tavist
He t ua1
St a i u s
W o i 31
Ada i h

Target
Wetu a 1
-¦ t -Ut t' t.l "IT

Tar-e
Z © r o




Tar>;
Z c-ro

3AND1
14739 Lb
14640
i: ii Toi
13. 7%
ft EH
* i
75 o 7.
73
I n T o 1
GTSTONE
18000 Lb
17960
In '!"o I
0.
WR
*1
8 OS
0
In To j.




%
RETftRDER
•'*!,
0 0 Z
8
In T u 1




%
HRWR1
*j
0 OX
0
In Toi




'%
Ct.HCCEL

5£:5 os
53C*i
In To j.

"fare
Z 8»* 0


NCfiCCEL
« 1
0 O 7.
0
In Toi








I (' '' O

C a in e ci t
Target
ftctuai
St atus

			

		 -			
		
	
		-	
	—	-



Wst e r

far C| Sri
Act uai
Stat- ur

Tare
I e f







CEMENT J
3750 Lb
37ii8
In Toi



TVir e
C'. C* /

FFLVfiGH
1300 Lb
130®
I n T o 1

WATERS:
* 1.
1.98 Lb
19L
In To!

Tare
Zero




Tare
1 £

-------
£ 1 1 7
•a£5 % 100 %
0 %
14AM
i I Dec»33
Load #
ie330S0
3, 00 ©. 00 0„ 0©
5000 PS1
V Q J,
fiqqregdt
Target
Act u.a I
Status
Moist
flu ifl .! X

T -ai'" pat
f)c {¦ ua 1
St
at us

Tare
I e r o




Tare
Zero


BhND :!.
:L09£5 Lb
1000©
In Tol
13, 5>i
AEA
-• i
£3 >_>
£3
I r<
To'J.
B7ST0NE
16200 Lb
3.6160
In Tol
0„ 0%
WR

191 Oi
190
I ii
Tol





RETflRDER
*1
0 o
0
In
Tol




"A
HRWR1
* .1.
0
0
I n
T i; 1




y,»
CLfiCCEL
*1
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0
1 n
To 1

Tare
sens


NCACCEL
* 1
0 o z
0
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Tol
C e ffl e n h
CEMENT 1.
Tar g st Met u.a .1 St a fc u;
Wat er
"fare
6354 Lb
Z e r o
&3E:0
Tar& Zero
1" a r d e t ft c t u a 1 S t a t u s
In Tol
WATER?
#1
T a r &
1.603 Lb
Z e r c
:iG00
In Tol
Tare
££63
Ta»
Z e r o
-------
t. 0 ; 03f-'iM
t IDec.03
Load lis.
*1 «>£l
10. 013
•ZU 0©
0, 0®
90 3000 PSI
cJ3
j. „ 2?
3 00 ;i
ftggregats
Tar g e t fte-t ua 1 St at u •; Mo i a t fid m i h
13s r get
Tar tf
wet ua3
2 e c c
Stat u b
C e Bi e n t
cemott i.
FFLYASH
Tare
Zer-o
3ft ND1
15377 Lb
15808
1 Ti
Tol
J. 3. 5%
AEA
s "j.
13
QZ
13
I n
Tol
S7ST0NE
16300 Lb
1 foir'B0
X n
To I
®„ <&%
WR

148
CS 2
147
J r.
Tol





%
RETftRDER
*1
0
1U
0
I n
Tol





7>-
HRWR1
* 1
0
OZ
0
In
Tol





•>i
CLfiCCEL
* 1.
0
oz
• 4?
In
Tol

F are
Z 0 r o



NGflCCEL
* i
©
OZ
0
I n
To J
Tar get hc tual Si: at us
Wa (,er
I are
Target
Zero
Act ua J
Tar q
3708 Lb
i 400 Lb
r ere
3670 It. To 1
1410 I n 1" o 1
WPtTERc:
«i
Tare
543 Lb
237
•arc: *•»
St at u&
I fv To I
Tare
: e ro
Tare
Z e m
-------
Date
12/11/2003




Run #
WF-C-3




Run Time Start
1221




Run Time Stop
1535




Load Time
1221
1232
1315
1321
1346
Load#
16
17
18
19
21
Sand 1, Ib
14400
12840
14440
11040
7120
67 Stone, Ib
18000
16360
17960
16160
8840
78 Stone, Ib





Cement i, Ib
3760
3350
3730
6330
2060
Flyash, Ib
1290
1190
1300

610
AEA, Ib
4.69
4.5625
4.6875
1.4375
1.375
WR, Ib
7.0625
6.0625
7
11.9375

Retarder, Ib





HRWR1, Ib





CLACCEL, Ib




17.5
NCACCEL, Ib





Water. Ib
384
360
208
1432
488
Total, lb
37846
34111
37650
34975
19137
Total, Ton
18.9
17.1
18.8
17.5
9.6
Yards
10
10
10
9
5
ib/yd
3785
3411
3765
3886
3827
Ton/Yd
1.89
1.71
1.88
1.94
1.91
Totals
1430 1435
22 23 Load #	7.0
14400 14400 Sand 1,1b	88640.0
17960 17960 67 Stone, II	113240.0
78 Stone, I!	0.0
3550 3540 Cement 1,	26320.0
1290 1290 Flyash, lb	6970.0
2.375 2.375 AEA, ib	21.5
6.625 6.625 WR, Ib	45.3
Retarder, II	0.0
HRWR1, It	0.0
CLACCEL,	17.5
NCACCEL	0.0
120 896 Water. Ib	3888.0
Totals
37329 38095 Total, Ib	239142
18.7 19.0 Total, Ton	119.6
10 10 Yards	64.0
3733 3810 lb/yd	3745
-------
i'00
i L". M I.'- T, I"": j
t i Dec©."
Load #;
1. 033 i 45
16
10, 68
0, !i
ft-. 00
las 3000 psi
'5 %
100
ttggr-^gat a
SAND I
873T0NE.
fictuai States Moist ttclmi'K
C s ivi e n t
CEMENT' 1
FFlYASH
Tars
3,4554 Lb
18000 Lb
£ s r o
1440®
13008
In To I. 12. &%
In Tol 0,
¦/.
"/«
Tara Zero
T arge t ftc t ua 1 31 a t u -s
Tare
3750 Lb
1300 Lb
iero
376®
1 £90
In Tol
In Tol
'ar get ftctual Stat us
AEft	* 1
WR
REThRDER *1
HRWR1 #1
CLfiCCEZL 1
NCftCCEL *!
Wat et
WflTERc
Tare
75 o z
113 o z
O OZ
0 OZ
@
0
Tare
oz
OJ
I s r c-
75
1 13
0
£»
0
I e ro
* J.
T a r t;
383 Lb
Z e? r cs
384
In	Tol
In	Tol
In	Tol
In	Tol
In	Tol
Jr.	Tol
Target ftcii.ta 1 St at a •
Tn T i> J.
Tars
Zero
T a r e
-------
17
10, 0C8 0,06 0. 00	166 3®00 PS I
c'.a 14
1 « £S % 10® •/.
fig qre gat &
1 a r y i? t
Act aa 1
St at u. 3
Moist
fid ffl 1 K

Tar-ije t
flctua1
£¦!' « t u. s

Tar-s
X e r o




Ta^e
Z e r
o

BOND:!. *4
1 £3:i 3 Lb
1 £84®
In "i" o 1
1£. £54
AEfl
•H o
73 oz

f'
In Til
S7STGNE *4
i 637© Lb
163&0
IV. To I
8,
WR

98 o:s

9 7
In Tol




%
RfiTARDER
*5
0 0 Z

0
Irt Toi




%
HRWR1
*5
0 G 2

0
In Tol




%
CLfiCCEL
*5
0 0 2

0
I r i T o I

T'ar'-e
Zero


NCACCEL
*5
Cd O Z

©
In Tol
	-			
	-	





Tacr-e
I e r
O

Cesevit
Tar* get
Act ua 1
St at us







	--	

-			-
			-		

Wat v

Tarq&t
f:ic ?;
ua 3.
St at ua

Tare
Zei" o







	
CEMENT 1 »4
3380 Lb
3350
1 T! TO 1



T'arti
	
c!, /

F" FLY'ASH *4
J 1645 Lb
1 .! 9(3
Out To 1

WATERS
-;?5
¦ !.... b

3t-l/i
In Toi

i are
Zero




' cifS
Z
e f o

329
i00
12s3£PM	liDec0C
-------
•+i:i©
J 15PM
1 Dec#3
.cad #s,
1 03316;
3.8
10. 00
0, 00
0„ 00
186 3060 PSI
E0£S
1,, £5	180 "/•	8 %
Aggr ecj at e
Tar get
Actuai
St at i.is
M o 1 s t
ttd a 1 x

Tar y e> f;
net uai
Stat us

Tare
Zero




Tare
Zero

S'ifiND 1
1 T7;E:2 Lb
1444S
I T! T 0 1
13. &%
fiEft
* 1
75 02
75
I fi T 0 1
S 73 tone:
18000 Lb
I79b«
1 1! T U 1
«3. 0%
WR

1 13 QZ
1 12
In To 1




%
RETflRDER
*1
© o::
0
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HRWR1
*1
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0
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%
CLftCCEL
*1.
0 QZ
0
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Tare
7. e r o


NCfiCCEL

0 oz
0
In To J.
			_	.	






T are
3 e r o

C e a e n t
CEMENT i
FFLYiTBH
Target Actual Status
Tare
375© Lb
1300 Lb
Tar <•
Z b r- >">
-j /-.jk')
13m
7 
-------
19
9.0©  Toi
14,8%
AEh

£3 o 2
p3
In Ta 1
&7ST0NE
loc'00 Lb
163 6®
jr. To I
0, 0>;
WR

131 Qi
131
In To 1





RETfiRDER
*1
& 0 z
0
In t o 1




%
HRWR1

8 O 2
0
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CLftCCEL
*1
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Zero


MCPiOCEL

0 o :>
0
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Tare
Z e ro

C G ffi 8 H t
CEMENT)
Target ttctuaj Status
'I a r e
6354 Lb
/ er o
B-..530
In To!
Wat e r
Target Actual Status
WATERS
* 1
Tare
143£ Lb
Zero
i 4 32
! n T o i
i cH r 0
t. © r o
Tare
Zero
-------
TRL'CK
naj x
37113	1 :: 4SPM	.. tDe-:?P3	103a 176
Hg§! ©gat e
Tar-get
Metua1
St at us
Mo i -?.t
A d in i

T & r g e t
Set ua1
Sfc at u<:;

Tar-s
lev >:>




Tar e
2 e r o

son 0:1
7133 Lb
7J.S0
In To I
i 4. 5*i
AEfl
*1
££: oz
r"l d
I v. T o 'j.
S7STQNE"
mm i...b
8340
In Toi
0. -
WR
a-1
0 0 z
0
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¦: '
<*
rethrder
* 1
0 02
0
tr. Toi





HRWRi
*i
8 OK
0
ir, Toi




%
ClttCCEL

?:8© o s
£8®
In Toi

Ta r e
7. s r o


NCACCEL
* 1
0 OS

In To I

















! are
L w r U

C esten t
Target
wet ua1
St at us

		-	
	
			-	—	
	 		—
-		 •
				
		-	


- :		
Wat er

Target;
P.c t u& 1
St at a is

i Sir 6
Zero


	-				

			
		- 		
	
CEMENT 1. '
£00® l„.b
206®
Out Toi



Tare
I £• r a

Ff-LYfiSM
600 Lb
61®
Tr, Jul

WATERS
* 1
482 Lb
4 ee
In To I

T -jre
Z ero




Tare
Z e r- o

-------
30b0I
2 s 30Pi'i
i iliecSLX
Load #!«
103319;
£1
;i 0. 0@
0, 00
0„ 00
1Q4 -..iBfiiild PB i.
£ 1 i '3
1 » ££
100
Pggrs gat e
SOND1
67ST0NE
Tar-get tteiuaX Status Moist HdmiK
Tar get ftc t ua 3 St afef.ii
C e m # n t
CEMENT1
R-'LYASH
Tsr's?
14466 L.b
3.800S Lb
far f}
Tarnet
Tar e
3540 Lb
1300 Lb
Ze r c«
1 4408
5 7960
:« r o
In Tol 1.4.5%
In Tol S?»
"A
%
%
Pet ua1 Status
L <5 r o
35553
1.290
I T i T o i
I n 1" o 3

WEfi
WR
RETARDER *1
HRWR1 *1
CLftCCEL -a-1
NCACCEL x1
Wat ev-
i are
J; f!-	D Z
10S	QT.
0	C; 2
@	O.-C
0	o
0	O "i
Tare
e r o
38
136
0
6
0
®
Zero
1 n	Tc< i
I n	i a 1
I n	T o 1
In	To i
In	Tol
In	Toil
''tar g at Actual Status
WATERS
•k 5.
! are
1.13 Lb
5.50 In Tol
Tare
i e r> o
Tare
IS
-------
;;0601

1. 1 Dor 83
Load #:,
! ¦.' ,1 L -'i
i©,00 0,30 8,00	104 3000 PS I
££16
1.S3 % 106 %	0 %
hqgregat e
Target fetua' Status Moist Admix
Xargat fictua i St at ¦
SflNDl
67ST0NE
Ceisnt
CEMEMT1
FFLVrtSH
Tare
14519 Lb
18080 Lb
Tars
iero
14400
j. 7960
i. s r o
In To I
Tarnat Actual Status
Tare
3543 Lb
1300 Lb
"fare
Zero
3548
1 £90
zero
In To!
In T o I



Tare
2sr o

6%
PEA
*1
3S ti z
38
"En To I
!,;!>••
WR

IWfa u,.-r
186
In To J
%
RETftRDER
*1
0 o r
0
In To I
%
HRWR1
* 1
@ o z
«3
In To 3
%
CLfiCCEL
* 1
0 c>
0
In Tol

NCPiCCEI
*1
m5 u
0
In To!



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Z e r >:<


Wat er

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net uai
St at us



' a r &
2 e r o


WATERS:
*1
9$ 1 Lb
89G
In Tol



f a r s
Zero

-------
Load #4.
9.00 !3„ 0® 0,00	55 5000 PS I
aa 1 4
1.25	1.00 •/.	0 «
HSgr'-egat o
Target
Oct ual
St at us
Moist
fid in a x

iarqs r.
H C 1" US J
Si.
a t >.•

"i" art
Z e r o




Tare
N o t 2 e r »;


S'MND 1
11105 Lb
1 1040
In Tol
1 H . 3%
MEfi
* J
cl w? 0 2".
23
In
1 D j
GTSrONE
16£00 Lb
1.6 i 60
In foJ
a, cg%
WR

191 oz
191
I n
T o i




%
RETfiRDER
* :i.
0 0 z
0
In
T o 1




%'
HRWRJL
*3
8 o
0
1 rt
T Q 1




%
CLflCCEL
*1
@ n;;
0
1 i'i
Tol

Tar &
2 e r u


NCfiCCEL
*1
0 oz
©
In
'To 1







I are
Zero


Cement
CEMENT
Target Actual Status
Wat er
I ilp t
£354 Lb
Zero
£30id In Tol
T ary e I ftcfcual Stat us
WftTERS
¦*1
T are
590 Lb
lbr q
5 99 In tol
I arc*:
e r o
Tar
l er a
-------
APPENDIX C3
S.T. WOOTEN CENTRAL MIX
PLANT PRODUCTION DATA
-------
Date	3/2/2004
Run #	ST-C-1
Run Time Start	910
Run Time Stop	1010
Load Time	914
Truck#	165
57 Stone, lb	6260
Limestone, lb
Cement, lb	1380
Sand, lb	5220
Flyash, lb	450
Air, lb	0,44
WRDA-35, lb
Polyheed, lb	7
HRWR1, lb
CLACCEL, lb
NCACCEL, lb
Water, lb	333.812
Total, lb	13651
Total, Ton	6.8
CO Yards	3,5
CO |b/yd	3900
Ton/Yd	1.95
918	922	932
217	213	72
1920	18240	8980
420	4320	2090
1650	13640	7220
300	1100	490
2.50
2	17	9.5
83.453 1001.436 525.7539
4375	38321	19315
2.2	19.2	9.7
1	10	5
4375	3832	3863
2.19	1.92	1.93


Totals
1012


211
Load#
5
18220
57 Stone, lb
53620

Limestone, lb
0
4330
Cement, lb
12540
13660
Sand, lb
41390
1120
Flyash, lb
3460
2.50
Air, lb
5.4375

WRDA-35, lb
0
17
Polyheed, lb
52.5

HRWR1, lb
0

CLACCEL, lb
0

NCACCEL, lb
0
359.5659
Water, lb
2804.021


Totals
38209
Total, lb
113872
19.1
Total, Ton
56.936
10
Yards
29.500
3821
lb/yd
3958
1,91
Ton/Yd
1.98

Test Length, Hr
1.0128
-------
urir
w-cuus rru ur.oo wi a, i. wuuicn
pha pw, 8i»ifija»£:o
a t ~ ' S.T. Woolen /A
Va, Cbiparaticn/r
693? Capital Blvd.
RALEIGH, NORTH CAROLINA 27616
PHONE (919) 779-8889
r. id
authorization to add water
BY*.
r:
water)
*PO£d|
'tdo mtOm wll not aattum any mpanaMMy tor
sumgn al ctxietm <* «tM> ¦» «kM to tho
AM 1
Cij-Har -«0M»UV WITH W*Xt* If ANY OF THSK MATGRIMS
T MCOClt
-TOlTlOM KEEP CfMWT AM! m«MLV MXIO etMENT PH00UCTS OUI Of W£ MUCH 'If
, M*C«
aptance of materials by me Buyer indicate* Uva agreement to pay the rata of
-.anee ohama ol pec month, ib% Annuel Pancarmaa RaSa, mat wil be
added oa a# accounts past due. An account ia pa« due when unpaid 30 oaye
aftar the cue daw. Bayer also agrees to pay a« costs ol eeRecMna en this
account Inclutfcitj, but not SmitaO to, attorney laa»
(am
. Qwnar	
. Subcontractor
. Omar, aotar —
_ Contractor
8-151329
Tna above-varied doac iterate release 8,T. Woolen Corporation or sMtum (ram any claims
property damage. audi aa damu tot damage to driveways, aaplie lartte, anno*, ttaea, drains, lawr
lances, buildirtjs or any owe; property mat could be damaged by wtu»							
has bam nqueaiad by the owner or contractor, or repttewttetiva. 7!
agree to pay any and all wmekef, labor, and equpmeru rental lees Incun
a taauR of cRtactaig any equipment owned and cpewted by t.T. Wool
proveslobaioowetof Jnaaasafcle
flggregaft
37ST0.%E
SAND
Target
&27S l.b
48)6 Lb
fict >t«t i
£>8&#
5228
StistUi! Moist
If, To! 1.0%
Out To 1 4*
ficJwix
AIR
POLVHeCD
Target fkrtu&l
7 G2
103 02
Status
1 If, Tol
»12 In To),












54




Taoyet
Act aaI
St'ia'tus

Wat»r

Titrtfet Actual St«*tU3
CEMENT
J3SS Lli
1380
OutTol




FLYflSH
435 Lb
450
1ft l4l

WftTER
*4
40 Sal 43 OutTo1


13




"fas**

-------
PKI Uf>D3 HO S. I. WUUItM
S.T. Wooten . ^
i*ha nwjjish
AUTHORIZATION TO ADD WATER
r, qo
war*
PLANT
6937 CaiMtat Btvd-
RALEIGH, NORTH CAROLINA I761G
AMWEC
JOB
STAHTfC
POUR
WATER
PHONE (918) 77S-9988
Tir« mmt wiK not any imjiattfiMWy lor
Uiemgtti of COftCW* •> MM » IK»«i » «*
mmmt w mo	pure >¦«»¦»¦
SjSjMhMHsjA'
AHRtVEC
PUNT
mm
PLANT COOE
TRUCK NO.
3£iT
PO no
HWBf
tircagory L.
TlCKtY
£151330
wti~Vtai-ton
account**
RSSHGYno
iwss:
Ur'fler
nrJ*Hf
l>« f> *
K»i wuuu r e »j
Front Di scna. ge
EfiV i r'ufiHiirita i
*«
atsi
£60£
nrtiiifufr ""1 "IW
Tot«LMo£nso
&l. 0{
VMKAl^eAV
21.00
MxowAtLirm I subtotal
1 TAK

necosv:
*
COtLECT QRANQ TOTAL TOTAL
SUP NO,
CAtSTiOMt • FHi-'tM.V Mt*«0 CEMENT, MOM* Aft. CMOUT Ofl CONCKDI MAY CAU6E A SKY£f€ *m
fft/UTATtQX AW HUHNS QN ^fHViOUAtS WW $£titU?MK MH. AVOlU WSECT CONTACT WITH ;*» If
WSSOlX At® WASH £X»*3$C£ «** WE« FftOMm* WffH WATC& |# AW tf THESE MATEH1AU
«it mro tH6 «vk. ftM&t umLUiAT&y and Mmrretiur wrrn wateh «m> qit f hopt «iotc«.
-TTWTW^t l«lf CtMiWT AN»	MOtEO CtMk*1 WOWCTB OUT O* !Mf <*€«** OP
lam
. Owrwr	
. Subcontractor
. QthW.tfflef _
_ Contractor
8-151330
ipttnc* ol matarialt by tho Buy»r indicatat Ms agwomant to pay ffl« ml* of
nc« charaa ol 1-1#% per month. ta% Amu*1 Pareantaga Ram, mat wW tw
mi u account* pa« dua. An aceeuM is pass Am whan unpaid 36 days
M <4>a itelA ftiki** alcik MfAU «* nati Mil ma*Iu nl *a!ui«uu *»_ ¦!>!•
				 Off t_			 __ ....							 ^ ,,,,	
•tor tha <*» data. Suyar also agraet to pay all cosw of eoMdom'on Ma
	 -----	
Ti» ibove-signed doas iterator rotoaso t.T. Wooted Corporation or tuMdtariaa tiom any ctainw
sraparty dM^o, suoh as claim* fw damaga to dtwaways. saptlc tanks, shrubs. trees, drama, lawn
fancas. baw^js atiy p^pcfty thai cquW be iiaiiiasod ^ sttafdAQ daivaty to ma piaca ft
account iAekidlng, but not tmHad to. attomoy«
	tw tha owner m eommaot, or npniamafcw. Tno tfsovv-nsnad »m i
agwa to My aAy and m wmdur. W»f, and aqu$mam nmtat teas tnciMrad by S.T. nomm Corporatten i
• mm ol Aadns any ^pmorn ownad and opomtad by 8.T, Wooian CofporMlon into • )^Ma m
pn*93 ta tw too wet or kaccetMH*
S7ST0NE
SAND
Targat Actu»i
1733 Lb 1920
1447 Lb
Status
OutVol
OutTo1
Moiat
i.m
tv« k~'o
ftcii*iK	Target Actual Status
F'OLYHinKD	31 02	3£ In Toi
Cewerit
CEMENT
FLYfiSH
Tar-Ejft
390 Lb
130 Lb
Tare
Me t '.t&l
46©
3M
Ivm
Status
CkttTul,
OutTo 1
%
X
Water'
WATER ^4
T ar-ciet ftctual Status
15! 5»ti	6 Out To 1
"I ill' i?
%MNil I
-------
HfK-Uii-ZUU^ h K1 U l-bi HO S, I, WUUItN
w
S.T. Wooten
Gcxporation
t-flx nul yiar imzb
AUTHORIZATION TO ADD WATER
6d37 Capital Blvd.
RALEIGH, NORTH CAROLINA 27616
PHONE (919) 779-MS
P. 44
C1M±.
BY_
C*L
watch
ADDED
Ttw MMf *»i!l not «(turt>» any xapOfafciMy for
Strength cl fiMCrtW H M* l> Mttod to «w
«aMMaa«*a job by wxwmwf-
PtANI
ARfWVEC
STARIEC
POUR
FtWSHK
POUR
AMWtfU
PLANl
BOTI
mtRTcoee
TRUCK NO.
J&l J
DRIVE*
Kitywo&d C, h
3151331
0£--McU'-*04
RECOUNT no
~*tcistki
pSSjECTSC
fiLLJOES
Folfe
Order :
2997
mm
300© t'si concrete
Front Diachargii
£nvifcn**rtt&l
EXTRA CHABQK FOR UNLOADING TIME IN EXCESS Of 10 MiNJCWMB
WBabks"
TOTAIOBOMEO
20.
>(2
l.©'2)|
VASOSTOMY
1®. ©»
Atiftw^hJEwm
RCCD BY.
"EfeUECT CflANO TOTAL
SUBTOTAL
TAX
TOTAL
SLIP NO.
CAuTUW ¦ MKSM.tr UIXCO OUiNT. MOHTAfi. (Mutt ON CON«l£TF MAX CAWK A f*V«l« SKIN
HUtftAVtON ANB BUnHS ON MOMMMia WIT* tMstOttrt* «KIN. AWHU OtlWCT CONTACT WITH ilttN IP
UMiaou. ut> wmk utpoiifco ti MM WATER AN(> «JST PKOMfT UtC*.*l
->TTENI10N. KUC CfUCMT «N0 rtlMMl* MXfD CEMtKl pnOOOOTS WV Or THi MASH »f
•VMM.
aptanea M matariata By #ia Buyer indtcaias Mis agtaamafH to pay 0w rata of
...tmncm eftaroa of 1-1/2% par monW, 18% Annual Paaantaga Am, th«t m» b«
iM oo a*account* past due An aceeuM l» pM dua wtt«n unpaid 30 day*
attar Am data. Buyor slao agraas to pay al cotts d eottacnon* on this
account Including, but not limited ». attomay taas
lam .
. Owwr	
. Subcontractor
flHlAf IMMa
_ Contractor
8-151331
naa baan requawed by ttw ownar or aontacKf, or rapaaantafea. Hie abotia-startad ado dons her#
apaa u pay any and at awadtar, labor. and aqetomaftt rental faaa taaiwad iw ».T. Woctan ceraorarton
		 - -»—«				 ownnd and opwatad by ST. waatan Corporation mw a jotrtHa »
fi98<"a3*fc*
575T0NE
SAND
Target
18180 La
1262*» Lb
Actual States Mailt Ariiai <-
1SS4©
13640
If! "fol
In To I
1.®*
fc.
AIR
POlVKEED
Target
40 J
lr> Toi
%
%
Water
wA'i'ER
*h
Tc»ri|t:t flctu&J. Status
}£0 Sal l£3 Out-Tvl

,clr' »r>
. icr-------
HrK-UrtUM t-KI UNW Hfl £>, I, WUUltN
i-flx wu. mwmwds
W
S.T. Wooten
Corporation
op-»7 r^phjii wurt
RALEIQH, NORTH CAROLINA 27816
PHONE (#18) 77W989
«cnr
UE-MAt'-O'i
TOS5HT
NO NAME
mm*.
tRUCKNO
3078
P.O. NO.
msw
accouwn6
M-
f
o
rainessr
h
(WuHfrw6.
ALLJ 00:1
AUTHORIZATION TO ADD WATtR
BY_
c
kwwhI
^ ADUEO|
Tne viMut nil not tmum any rouponnWWy fix
OHfteffi of cnnctVi n imiw a wow to ih*
COncraln on M M lw »» Mrefwwc
TlclceTmw#SR
6131333
F,
'«1 ,
i • ;'y
bcri
PLANi
AMWB
STARTS!
POUR
l£f
JOS
ARMVEI
PLAM"
-103510
HHS-
. MINS.
mm
E5.ic.j3l IV
Efcl 1
26®£
JWOs ) COl-iCt 
-------
nrK-ut-tuui riu ui-oi hij a, 1, wuuitn
m j*j. aiai
r, 11
S.T.Wooten X
Corporation

6837 Capital Blvd.
RALCIGH, NORTH CAROLINA 27818
PHONE (919)
AUTHORIZATION TO ADD WATER
BY;	
c
GAI.
WATift
ADDED
Tno wSI not IMimw <
t@>. ©8
i.iM
Y4ROSTOOAY
E9.ec
WaToSKTiIo
23. OH
AUQWABUTHtf
COLt-iCT fiiAANO TOTAL
hECDBY:
TOTAL
SUP NO
CMITIOW • fIlC«M.V MIKtO CCMtNT, MOOT Aft. CSOOT OH CONCHIH. MA« COU1E A SEVEKt SKIM
IMITATION WO OvfIN*- ON INOIVKHMU WITH SUNfuTlVE SKM *W» tllKUtf CONTMiT WITH IXM »'
Ksstaic md man i*for,m shin mem mont a« with miat if any of twcse uaranut
cm mto thc eve, nica: n**.:c**iit.v and m»catii>i.v with *»t«r wo get moucr tmusu.
TTCKTtON.	CEMfcNi *Kt> MttS*W MIX CO BtWfWr IHOOUOTt OUT Qt THV MUACH Ot
HOBf*
•plane* of materials by ift* Buyer indicatas tnis agraamam to pay th* raw ol
chug* Ol 1-1/8% par month, 18* Annual Parcantags Rata, tMtwWba
w alt account* p*M du«. An account i» f»tat am whoa im|»M 30
Buyat alio afirae* to pay i
account including, but net muim to, attorney fa«s.
i costs of cottcttona on t
Sub contractor
Other, «m« —
8-151334
teas* S T. Wootan Corporation or id>*M«fas from any claims
tor tfamaga to drivawaya, saptlc tanka. shrob*. Ir*«f, drains, law
iify »at ceuM ha damaged by virtu* of maWng Miwy to ma place 8i
or contractor, or mpnwaMativo. The abcxm-skmte Mao doaa Hani
Th* above-atoned doos hereby n
property damage, such a& ctaurn
lances. Mtdnga or any otter property nat cdu«f ba damagitf by Un
mflwtodgewj«wiw^<^Htol^oret woman
S^5a»*	any	arvdoStatedby!gx WaMm'^wntlon
' ' w«t or macceutble.
prnmntwiooD
flgg^egate
3?ST0Nfc-.
s»c«
Target
ISIS# Lt>
13631) Lb
Actual St«t<.*s Wtiist Adai*
Target
JSSS8
13660
J
In .u
in Tel
i.m
6p. ^55
*
RIR
Pf»L.yWEED
m
£?e
or
isi.
4®
£7£
Status
In
i t'»
Till
To!
Cenarit
COCHT
Fl YftSrl
43S0 Lb
\:M Lb
fiCt U& I
4330
li£»
HiiitiuS
in Toi
uatTti'i
dt1
U«TER

Target
tm 6«'
Act uSi
l!>3
Stavus
OytToI.
tare
i. cru
>«re
1\UN U- I
-------
Date
3/2/2004



Run #
ST-C-2



Run Time Start
1112



Run Time Stop
1212



Load Time
1118
1126
1137
1152
Truck#
213
167
165
179
57 Stone, lb
17960
17960
17940
17020
Limestone, lb




Cement, lb
3900
3900
3900
3720
Sand, ib
14540
13800
13680
13060
Flyash, Ib
1340
1350
1290
1230
Air, Ib

1.25
1.875
1.1875
WRDA-35, Ib




Polyheed, lb
19.25
19.5
50
18.5
HRWR1, Ib




CLACCEL, Ib




NCACCEL, lb




Water. Ib
1502.154
1360.2839
1193.3779
859.5659
Total, Ib
39261
38391
38055
35909
Total, Ton
19.6
19.2
19.0
18.0
Yards
10
10
10
10
lb/yd
3926
3839
3806
3591
Ton/Yd
1.96
1.92
1.90
1.80


Totals
1211


42
Load#
5
17920
57 Stone, Ib
88800

Limestone, Ib
0
3890
Cement, Ib
19310
13700
Sand, Ib
68780
1370
Flyash, Ib
6580
1.875
Air, Ib
6.1875

WRDA-35, Ib
0
50
Polyheed, Ib
157.25

HRWR1, Ib
0

CLACCEL, Ib
0

NCACCEL, Ib
0
1276.831	Water, lb	6192.213
Totals
38209 Total, lb	189826
19.1 Total, Ton	94,913
10 Yards	50.000
3821 lb/yd	3797
1.91 Ton/Yd	1.90
Test Length, Hr	0.9881
-------
HfK-U^UUq l*KI Uf-iy HTI 5). !¦ WUUltH
tm nu.
r, m
6037 Capital Bivd
RALEIGH, NORTH CAROLINA z»1fi
S.T. Wooten
Corporation
PHONE (919) 779-9869
®*1- AOOTD
tm «i»t m  pay any *nd as wrecker, tabor, snd squipment rental fees Incurred by S.T Woolen Corporation
a result ol dMing any wtfpmaBt owned and operated by S.T. Wanton Corporation m • joMt* tf
	»o t>e too wet or m*tc*sslble.
fisaregatf
57BT0NE
SttND
Ct niint
CEMSMT
PtVftSH
Tar'a«t
i?3£8 Lb
Lb
T sir'get
3980 Lts
1312® Lb
Actual
I7S£4
i*S48
Status Moist
In Tel 1.3%
Ir, Tol 6,^1
%
%
t
fil. t >S&i
:m®
IS I; st u s
l?> Tol
134© Oii';Tol
Ad mi*
PCLVHEED
MATER
Target Kcfcua.1 Status
31© os 366 Tol
Target Actual Status
*4 18B 6aI
18£ GutTol
Tare
l era
T«r#
RllN-4i-5,
-------
K-IK-2UU4 HI UY:« AH S, I, HWItN
FftX NO, 9187788825
S.CTI
Ft Mr
6937 Capital mm.
RALEIGH, NORTH CAROLINA 27§1S
S.T. Wooten
Corporation
PHONE (#19)
"*¦ *ooio
Tlx) e»#»r W»l not «VUH«U any (dMxyis&My tor
ntNAgm of emaaia it hmmt £ to tM
TlWktfNft
o8ivfe'«T
Pff
t8£-fe*
mm
plant em
a
PfiOJSCT NO
iuu^SIi
TIMS
6151342
Wi'd T. Hudson
*coaWr"N5
3t&7
11 ftfeci
Drciei
1 2£©6
;,K>C1 !•!! Mdvreie
Eiivirordnefital
T_ I U
.1 *J-
mSHH!
"TOTAL OROSBED
yaFostodZy
40.TO
allowable time
4®. $» i
COLLECT GRAND TOTAL
ftEC'DOY:
X
SUP NO
8451342
CHAHW! ¦ umw MlXfO CDMINT, MOOTA*. «WI>T OH CONCRETE MA* CAUSf » S*vE«i SKIN
IMUMTMM MO HUNN9 VN nAWIOuaU VfftM aiN»tlv£ SKl» AVOtO DtHEGT eONWft »r»TH SKIN I*
KrtMU UNO VMM SWOStD (MM AIWA* PftMOTLY »!!* WATffl IF AMY OF MtSfc MATC«»L*
(SOT INTO IHt f«. MKE tMMEWAl'CXV MA MHAttOLV mm MMWft *WS GET MBMPT Mt&CM.
m» cm/am and mamf mm eenmr rnsmuciu <>ht or the wash of
ipttnca «4 malarial* by tha Suyof Indian* ihfc acpaamaM to pay the rata* oi
nee dwf9» <* 1-1/2% pm mam, 19% Annual Panamas# Raw, that wl ba
attad on «8 wsoum put M. An account it paat mm mn unpaid 90 ctayt
•tor 0>« dua dm. Buyar alto asmac to pay an cesia el eottaetans on ms
account «v*j 02
£0 In Tol
316 It, Tol
*4
Ta.vg.st Actual Status
}fa«» Gal 163 CufcTol
Tare
RuN^a
-------
HfK-u^uui m ur>w an s, r, wuuitN
FAX NO. 0187788825
w
S.T. Wooten
Cbrporatiori
6937 Caoita! Blvd.
RALEIGH, NORTH CAROLINA 27618
PHONE (919):
ua®—		
TAUCXMO
p,o nd.,a-'
"BBSS 1 ""
Ja!»t'|Ai60ulftfeJ
SUNUP
s
0
t
D
T
a

PBOJSCTH6
authorization to ado water
BY;	
Tub .-am* wIN not Mlumo any KMpoAMtiMy fc»
iV*Ag» 01 mncniui I wt!« * vfttnd lu cllu
concrete on m« icq By		__
IKKETNUMMft
P. 32
tiff
-TBI
•"W
«N»|g|
JOI
AWWVEt
MAN*
1 >.a
£5363^® i
2603
eea&
3000 Psi Concrete 1* ficc
IS
Envifonmental
EXTRA CHAROE FOR UNLOADING TIME H EXCESS OF 10 MMJCY/JOB
flEMAMCS:	"	1
tOTAtoMnvd IVaJws today
cv
/e
D:)
10- 0C
itS.QQ
i.M
mm"
PCCO BY:
r-'lA.. I/H ^
Hum
00UECT6RMH3 TOTAL
SUBTOTAL
TAX
TOTAL
SLIP NO.
CMJTIOM . FftStKLV MIXtO CKMKKY. MOOT**. OHOUT O* CONCW. fCKMCMISS* StVtNE WW
awrfrtttal JINft Burnt ON MBWIIXMUI WitH MMMMC SKIM AVOIU IKrttcT (iOMT»CT WITH tKM »
fOSitU/. A«>  AW* O# tH*« UtTWM
OR WTO 1HV tt*. nwM KAMOIKTB.Y AMU HM>U|TfU.V WITH WATER MW PK0m*T MEttCM.
'nwiw. m.%,1- cwfMT ««o misMi* mnu cCmCnt phooucts out or tut reach or
'MMICH.
iptane* ol mawrteis by ih> Buyar fndiea»$ ml* «9i««nam ¦» lit* ttls of
lam.
, Ownar	
. Sub CtMitrtaor
- OHw.MMr —
8-151343
i cftaipt of 1-1/2% par month. fa% Annual Panamas* Rata, Vim wd bt
added on w seoounis past due. An account is past du» wtan unpaid 30 days
•tar iM dw d»a. Buyar also tgmm to pay all costs of eoDMllont cm Mc
account mchiSnQ, but net iimtted to, sRsifMy leet
Tne abova-aigrtod doat neraby relcaae S.T. Woman Corporation or aubtfcMas Iwn my i
propany damafit, mc*i is daima tor damaga lo dwaways, caplic tanks, shrub*, Iran, dnin .	
IMcas, buikSngs w any ©Mw property that eoutd ba damagad By vidua of making flMvwy to the place tft
Mw ban) raqucataa by ths owner or oontoetor, Of raproMntafea., u» atxwe-siarwd also 		
	tapsysw indai mnOw, labor,	by S.T- woalan
* ol dkacting any aquemam ownad Md	-----
pmves to bo loo «•( or wueoatMU*.
by ».T. Wootw
Cofiaoratlon into a )0bcM«i
Aggregate
57STDHE
SAND
CEMENT
FLYftSH
Vs.f-g«jl
tnm Lb
13£9-V Lb
I'sraet
3im ,Lb
1300 Lb
Tar*
net uaI
I7SK0
13680
Actual
ism
2e» d
Steitus Moist
In Tol 1.0%
In Tol 6.4^
%
%
%
Status
In (ol
In Tol
fidwiji	Target Actual Si.«tus
mil	30 o£	30 In Tol
ACCEL	80® QS &W If. Tol
Uat«r	Tiryst ftctual Status
WfiTER *4 148 Sal 143 OutToi
Tave

-------
ni n vc tuut I l\l Ul'to nil Oi I. HUUIUI
rm w. vwuvwds
r, si
w
S.T. Wooten
Corporation
«#3i7 Capital Blvd.
RALEIGH, NORTH CAROLINA ZK1ft
mON£{MS}77»4SS9
authorization to add water
0*1
r_
GAL.
WATER
ADDED
H<* fttlfftr Mil m mma» *8$ rtlfwn»bi% to*
•transm «f concwft 8 wet* i§ aM*a to in*
co*cr»i« oft Sie lot? ftwsh—r.
ticket munm

*""®
;
rrAjfftt
: ""roS
•
%
«
mmm
nm
plantcool
PROOCTIJO.
esfi
jmw?s" ria'
TRUCK nG
sap
omven

OLUtoB
e«07A
< oyywM'l
13.00
i.aa
®M Psi Concrete
ERvi«*tirtk»ntal
5E8&
EXTRA CHAHGE FOR UNLOADING TIME IN EXCESS OP 10 MWJCWUWe
mnsm
mSSSmmM
Wmwmmr Wmmm
m. 0fci
iSsJa
ommrmsmStK
RCC'O BY:
8-151344
Oflvar.emaf
toitm* • *i*swl¥ muCb t&v§t*r, mm**, awoyt w coNewte may cause * &e«fRC am
STATION AIC8CW& ON WfHVIfWALSWrrH 5tWtfJTIVfclKlN **0© DMCCT CONTACT »"TH SKIN IF
AWB WASH	8*»N *!»*« fttOMPTLV WilH WA?£ft » ANV OF THSSk MATCRW *
«fcT mTO TWf EVE, MMBE IMMKfilAliXV ftCPSATSOlV WITH WA?tft Afttfi ftfT «**»»? MtfNtML
tTTENTWR #*** CEM6NT AMD FHIftMLf *»W$0 CCMiNT	OuX OP TM1 ftSACH O*
"WWKK.
aptance of maiariala by ma ftuyer tndtcme* «w agmarooro to pay tha ra» oi
«anca eharga ol 1«1£% par momh. td% Annual PareaMage Rata, that vwtt be
atfdad on afl aeeouAfe past An acoourtt is past 4ua whan unpaid 90 days
***r iha f0
Ir, - "
In
ibl
Tel
Water	7&!*£}*t &ct ua 1 Statu*.
WfiTKR *4 W* a&l 1©3 OutTol
Tsr-e

-------
nrn-uc-cw* mi uf»w nil o, i, wwuitn
I"HA W. WSIIWlte!)
r. i\j
w
S.T. Wooten
Corporation
mt	
89$? Capita BJvd.
RALEIGH, NORTH CAROLINA 27*16
PHONE (91$) 77W9M
s
TRUCK NO.
?3"Eff
wSv»r
	Bob
waar
:tewk>.
VU'iZlViJ
touwwbt
authorization to add water
BYl
wAren
iA*i51:
T)w MM ww mx *siui»t my n>:ip<>KaiCMcy 'or
«tr*nph el «anOfMt < au«a« it MMd K> Iha
cwc»H«8ii twolosx maintuwaw.	
rmjME
«6j£CTfft
—flUJOfe
TICKET NUMBKH
—aiS3..S4
ofiSH
ST,

""rouS
Lsrt
JOB
AMHVg
niin
OAPSEi
TIM6
S
H
T
O
£52634)01
£503
mm
300® Psi Concrete 1% free
IS Accelerator
EXTRA CHARGE FOR UNLOADING TIME IN EXCESS Of 10 MWMCY/JOB
RbntaKS: 	
CYD?
/Q
1$,8@
i.ii
ft* MteM'TfXibs W
r-re. m	m. m.
TDSBSBSBTSE"
SECDBV:
COLLECT GRAND HPOTAI
SUBTOTAL
TAX
TOTAL
SLIP NO.
CdUTOJUf ¦ ~*«SK1,V Mt»a eOMNt,	MOW OB MNCMCTE MM Utitt * SLvCfC MMN
iMHMTIOH AW U>Mn«. ONNMMXML3 WITH SENSITIVE J*W. *VOlOCJlOKST OONMCT WfTHdrflN W
MRU** 4N0 WASH Otfmffl WM MM WWUMl,* WTO) WMTSK. it ANVOf TMM6 tUTt£NMi»
WITlWB 1HI tre. HMH. WMOiartLV AND NMMCBl* WflH WATIPl AMI (if.* MOMPT M60ICAI
nofttto. atf on/mm mb «,e»Htv uweo ctutxr wsoouor* out w tut mkn or
>#HCH.
ipnnca of material! by Hi* Buyer iniScMM tils agreement to pay the i»W of
i chaise ai 1-1/2% par month, 18% Annual Percentage Rata, mat will be
ww duo When unpaid 90 daya
I eesls of eoHectiora en Ms
account Including, but not limited to, attorney lea*.
lain
. Owner
, Sub Centmctor
, Other. enter—
.Gomnotet
8-151345
such as
added on an accounts patt dua An account ia pasi i
»$*> »w 
hat been m&wmd
_...	m	......
*	av# « « iwiWIWf Ml', ^		 ii ¦¦ i >» ¦>» ww. _	-- .._...
tor damage to drwowayt, aoptlc tanks, shrubt, |km«,
— thateowdtiadaiMgad"		
toba too wot or wsccaMitta.
virtua at maktna dalniy to ate pl»M» 8i
«0, TtlO dwvMkHMd (<90 does MM)
¦newwd by 8.T. Woolen Qorporatfsn ^
i CorponMan Imo a iobaXe m
fig grfcci ate
5?ST£»aE
SAND
Cea«ivt
CEMENT
FLYASH
A?saa i.b
13£94 Lb
T
-------
Date
3/2/2004



Run#
ST-C-3



Run Time Start
1304



Run Time Stop
1405



Load Time
1311
1317
1328
1349
Truck#
142
159
165
167
57 Stone, lb
17860
17920
16840
17920
Limestone, lb




Cement, lb
3920
3890
5270
3900
Sand, lb
13800
13680
13840
13780
Flyash, lb
1310
1300
990
1300
Air, lb
1.25
1.875
1.875
1.25
WRDA-35, lb




Polyheed, lb
19.5
50

19.25
HRWR1, lb




CLACCEL, lb




NCACCEL, lb




Water, lb
1285.1762
1285.1762
1285.1762
1118.2702
Total, lb
38196
38127
38227
38039
Total, Ton
19.1
19.1
19.1
19.0
Yards
10
10
10
10
lb/yd
3820
3813
3823
3804
Ton/Yd
1.910
1.906
1.911
1.90



Totals
1354
1405


72
42
Load#
6
13420
17920
57 Stone, lb
101880


Limestone, lb
0
2940
3880
Cement, lb
23800
10340
13660
Sand, lb
79100
970
1320
Flyash, lb
7190
0.9375
1.875
Air, lb
9.0625


WRDA-35, lb
0
14.75
50
Polyheed, lb
153.5


HRWR1, lb
0


CLACCEL, lb
0


NCACCEL, lb
0
784.4582
1126.616
Water, lb
6884.873
Totals
28470
37958
Total, lb
219017
14.2
19.0
Total, Ton
109.509
7.5
10
Yards
57.500
3796
3796
lb/yd
3808
1.90
1.90
Ton/Yd
1.90


Test Length, Hr
1.0333


Ton/Hr
-------
nrR~Uii-£UUH rru ui'HH nn & i. huuie.ii
rtm iiu. oioirggacy
r, cy
W
S.T. Wooten
Corporation
i.
D
T
0
6937 Capital Blvd.
RALEIGH, NORTH CAROLINA 27816
PHONE (919)
s
tt
I
p
T
0
AUTHORIZATION TO ADO WATER
8Y»
L
WATER
GAi AODEO
I he iviiBoi will noi MSumo ory	w
m«i9 go hmmpt mbncm.
ATWtnON. *1* CKWT UNO nwsw.* «KU»	MOOUffl* OUT »- »H£ «3* of 1-W2K par moMh, ru% Annual Patoaatafla Rate, tMt wMfee
iMAiawto«
lam ,
Tha
, Owner	
Sub Cantaoor
'.enter—
8-151354
I aaoounis pan due. An account "m
MM IM ay
aocouw im^nans, but notlmNecIto. attorney fat*.
I com el
unpaid 30 day*
hereby MMwa S.T. Weotan Corperattwi or aubaiisaites from «.
popwqr ooiwsps, wm m etaime for damage lo drlvewaya. aaptic tanka, ahruM, tr«M, drains, Wwr
lencearMkfinp « any ether property tiat could ba damaged by «rW8 el nwtsne »the place *
hat been iwjuetiaa 6y the owner or tonwwor, or reraieMatiwe. Tha a&e¥e-aignec! aha doat haiW
a^ » pay sry and aiime^, labor, aixtaqupmiuit «m«i toes Incurred by S.T.WooienCofpefetton
a rawm d HMOing any a«Kpni«M owned and operated by S.T. Wooaan	into a johcR» *
(tmvee h be too «m< or MaeeataUe.
Aggrfcflat t>
57ST0NE
SW#
Target
17V2H Lb
17,758 Lb
ftCtUAI
17860
Status. Moi&t
Jr. Vol i.e%
I3ae® In To I 6.4*
Ad«i h
arp
WJLYH6ED
Target
23 oar
31® oz
Act ue 1
20
•31 £
St &l» u»
In Toi
In Toi




%






%
%


Caftent
Target
ftctuai
Status

Wat nr
T s g o t Ret ua I Status
CEMENT
39m Lb
39Se
I ft To i



FLYftSH
nm v.b
135®
In T*1

MATER
*4 IS® Gal »5>-'v Gut Toi

"are
-------
Hrirud-duw pki u/iqi nn i, nuuitN
m nu. mvumvds
W
S.T. Wooten
Corporation
6937 Capital 8M.
RALEtGH, NORTH CAROLINA ZTB16
phone {119 7m*m
T
0
AUTHORIZATION TO ADD WATER
an.
WATER
W- ADPEO
TIm MMr WMi 091KSURM xny f4S00M M> It*
tare
TWCKNO.
CHWER

tLUWP
tCaNt'cooi'
TICKfTNUMM
	
H
|S.

fANb"'1'

T/jBdoORfNft
1

PI»«CTN0.
a i ffiRK
—	0Kd,fije—:
i Xfalii		
¥.
ia
i-©F
nm
i

:

5

t
MP
JOi

AMWEI
WAN?
ajf-se
		 WNS
uN.'f PPi.CE
£5363f«:
£683
£6©6
3000 p'ii C. 8&
SUBTOTAL
TAX
TOTAL
SUP NO.
CMITWN! - i Ht'iMLV MfKID CBMKT, M9RTAK, OKOfl Oft CONCfWTt IM< OABSt A MtVCAC MM
WUT*710N 4MB UUl«4 ON MWIlRllftLS WfTM MNStTIVt SKW. «VOO 0U«CT CONTACT WITH SHW If
MMUU«CIWHHMK)»ffi«aN driw«»ay*, jopnc i	. 	 _ _	
WAMti BuMnjp or any «#>a» prapMty tfwl could 1st damaged by «Mua of imtang dskvery to iha pues II
hm tMw raquMMd by me owner or contractor. or mprouniatlv*. Tha abowsfertad also «m Iw*
agraa to pay any and m wMCkar. labor, «nd ««iiBRwm imM fan ineumd oy S.T. wortan Corooradon
a Mautt el dMMMg aw MMpnwra owned and operated by S.T. weston Corporation Me a joMto if
P>9VM « bo too «m or
fttjDr'>ftt'
57STQNE
SAND
Cefteni
CEMENT
FLYJ.SK
Target
i 79*56 lb
13694 Lb
T«rgei;
35*2)0 LB
13©0 Lb
Tar-«
jiCt I
17320
1MB®
Act ue J
389®
12% C
ZerC«
StAtu9 Moist
i.0«
6»4*
%
ifi Tol
In Tol
i i"i To 3
In Tol
%
Ad«i)t	Tartjet Aot'.ial Skatwd
hIS	3© n?	3® in Toi
ACCEL	&m 02 ft00 In Tol
ifJdtc>"	Ti^fjet Ac: t y« i Status
WATER «
-------
HfK-lK-^UUq FKl Vf.w Hn b. I, WUUitN
i-ftK hu, mvifmm
F, IB
w
S.T. Wooten
Cbrporation
RALEIGH)
6B37 Capital Blvd.
NORTH CA
CAROLINA 27616
PHONE (919) 779-9989
AUTHORIZATION TO ADO WATER
BY.
WATER
GAL ADDED j
T»» MMt m KM mm# «fty r«i0Ons«#? tot
Uftngth el eenetm i «Mw «• a«tod » in*
csactoI* on m«ii*lwilMH>iacl»fyr.
TiSSSfNUMBCM
uirt
PLAN!
AMUW
STi
wrrei
POW

(.IF
JO«
arrwh
HAN*
TDM
msHraibi
truck no
P.O.Nff
8i,St:TSf
Jos a, J
a -flortw4
i 9i??.
£SSl4fl#£ 3$#i3 Psi Cui'ic-vets Wail fti.<
£&£•&	Environmental
EXTRA CHARGE FOR UNLOADING TIME IN EXCESS OF 10 MttUCY/JOB
WfiSSE	fTSYALdnoEflED IvaMstf» COwawti "AT CAUSK « «£
a Mtull of cmeNna any aqupmant owned and epwaiad by S.T. Wootan Corporator! too a jobsita V
prom to ba too wit or inaecetsMt,
m
Aggregate
S78T0ME
SAND
Ceartit
CEMENT
FLYASH
Target
i66&? Lb
i3000 Lb
Ta»~gat
S250 U}
*0818 Lb
T sir'4#
Actuai
16.840
i
HCtufel
527i
ISi
lerii
Sfc<*t«S Mois t nd«i K
In To't
in Tol
Status
Ir, Tol
in Tol
i.m
6v 4%
%
"»
%
AIR
NC.S2
Wat e-r
WATER
*1
Target P.ct i Status
3® oz	30 Ir, Tol
i? ok	0 In Tol
Tst/tjisfc flctua} Status
*4 iSS 6»1 154 OutTol
Tur-e
Run •tt3
-------
HrK-u<£-*uuq m ui;« Hn s, i, wwitN
hflX NU. yiyYY8382b
P. 17
W
S.T. Wooten
Corporation
6937 Capital Blvd.
RALEIGH, NORTH CAROLINA 27616
PHONE (919) 779-9989
AUTHORIZATION TO ADO WATER
BY_

me tenet win r»t assume my mponiMny fe»
aiiungth at cetwreie 4 water w nMua in in«
concrete on t>io job by m» ourtnsw).
CKETNUMMER
TMl
PLAN"
ARRIVE!
JOB
STARTEI
POUF
FMI9H6I
FOOT
LET
JOt
ARRIVEI
PLAN'
EUP3B
THSCKMS:
aiBusv
PROJECT ^
te^rlw
Order
:.'vt6CR]r-TluW
260c-
3«Si)0 Psi Concrete
Er:viron«*Vit3.1
EXTRA CHARGE FOR UNLOADING TIME IN EXCESS OP 10 MM/CY/JOB
:yd >
10.
l.wfl
REMARKS;
TOTAL OHDEHED
i-'H- I'M
YARDS TODAY
i i s. as
ALLOWABLE I'lMC
SUBTOTAL

TAX

neC'Odv-,
X
CfiUmdfiANtfYOtAL
TOTAL


SUP NO.
cautk*# ¦ Fnes»#.v mikeo cbuemi. mortar. qrout oh conckhi may caksi a mvfre skin
MHIM'MW WIC IF
roswBLt mo mm < om#W ¦••KIN on?** mown* with water if any of meat MMErwLD
OIT MTO TMi SYt. Wtfiit IMMCWATClY AM£i  pay (ha rate at
¦ic« charge of 1-1/2% par month, 18% Annual Percentage Rata, that will be
added en al account* past out, Alt account it past dua whan unpaid 30 day*
•Mar dm due data. Buyer also agree* to pay all cos* of coHeeuoM on tnu
account including, but not RmiNd to, attorney tow.
lam
. Owner	
. Subcontractor
¦ Other, enter—
.Contractor
8-151357
The above-signed doee hereby release &T. Woolen Corporation or subtxSarias fmm any claims i
property damage. tuch as claimt for damage to driveways, septic tank*, shrubs, trees, drain*, ktwm
fences, buildings or any other property that could be damaged by virtue of making delivery to the puce mi
has been revested by the owner or contractor, or representative The abovs-signed also does heret
agree to pay any and all wrecker, labor, and equipment rental lees incurred by
a result of directing any equipment owned and operated by S.T. Wooten C
proves !o be too wet or inaccessible.
fl&fit'efl&te
57STGNE
SAND
r.e«ert';
CEMENi
FLYASi-i
farQet ftct-Ual Status Moiwt ftd«ix
T ar get Act ua 1 St«tus
179SS Lb
13738 Lb
1792© Ir, To I
137&il In To 1
1«
&. h%
%
*
%
ftlft
POLYHKEft
•I'd 02
3i<9 oz
2i2i In Tol
306
Tol
Target Actual Statu*
;S'3Ch5 L'o 331/03 Ir< Tel
1380 Lb 13013 In Tol
Water
WAT E Ft
*•1
Taryei, Actual Status,
130 S«1 i34 OutToi
Urtf
2 oro
Tare
j^HAl ^
-------
Hrn-ud-tvw {*ki vr.m ho a, i. wuuitN
I*AH NU. mtiflWWdb
W
S.T. Wooten
Corporation
6937 Capital Blvd.
RALEIGH. NOHTM CAROLINA 27S1fl
PHONE (919) 77MW
AUTHORIZATION TO ADD WATER
6V;				
-¦sal
fit* MM' wM n« HB#e my
ttiength el eonartu » wttw it
BATS
TftUt^NO.
	
Mivnt
«rl n.".ur
KM*
CLANrCOM |
TICKET NtMBi
R
1°
WNT SW"J"	
Ko'no! 		 "
i '>!'"¦
accdOntmo
-	aasai— —
VtioMtm 	
	(•! f ,WS . _
, ¦. 0;*ci«rii?	;
_ lo£		
F. IB
:"
In "foil


I ft Tii 1

WATER
Target
15 o»
02
ftct Ud 1
15
£3£
Status
In To I
Ifl T-Ji
Ta» £;t-t Actual StabMi
«-* 3» Sal 3A Qt.itTol
Tare

-------
nrmK-cuuf rm vt-na mm o, i, wuuitn
CMA WU.
w
S.T. Wooten
CorpcMatksn
6937 Capital Blvd.
RALEIGH, NORTH CAROLINA 27B16
PHONS (913) 779-W99
AUTHORIZATION TO ADD WATER
BY;,
OAL
WATER I
ADQgP j
Tli* Mllar wn not »asum any mpwuiniHy lot
Mftngti «! csnemk * www « «4hHl w «w
tm
trtu&ito.
tAW
6MWR		
a,i. v,
•Uil»
^LAHTCOQE
<**
TicttrrwuiiM
it
fZ.
JMMa " ,Vl '
P.O. NCf
	1	

ACOObWNQ
	.•>0£7(ii, 		
msMcxm,
—OUt-WOS	
—	 Qrtlcy i
	04-	
8
0
I.
0
T
0
MASTERS CONCRETE SEftVlCES
318 MEBSTgft 9TPEO
s
H
I
f>
t
0
r. is
*.^5
usrt
PtANI
M3ftS03 PCH&/UALKS
US 1 NORTH.. RT ON 1 -A.. RT ON LIS
ON HitLL If INTO SU&.. *IMLKS*» OS
cm 3tiy--3ift5
ARfflVEt
JOB
STAItm
POUR
fttMSHEE
row
Ltr
JOE
ammvui
PLANl
~"a*P86i
, HHS,
.MM.
T1MI
£5363001
£603
£606
Psi Conerei * l'A Acc
IS Accelerator"
Enviftniaefttal
;Y» i
1(3 J
1.90
tmm:	—	- 		
lUIALOROEflEO IVAI^TdMv

SUBTOTAL




58. m :m.m

TAX


nee&Bv;
coi.\£& «u*ns oik tvmiun.* T IMSOH*
•TTewtQH. mxr Komwr ano frbshl? hw cuntnr Htoajcn our or « iKajw o»
•owa*
ptaoea of materials by ma Buyar mdicataa mis agrwn*m to pay tt» mta of
Jte* charge el 1-1#% por month, ta% Annual Parwmtaga Rue. that «M M
MM en id accounts pa*t due. An attaint i> paai duo whan unpaid 30 tfaya
•tor f*« due dm#. Buyar ala« (gnat to pay ail com* of cetMom on iMi
account including, but not Mttd to. asomay faat.
lam
, Ownor _
. Sub Contractor
, OMr.MtM	
.Contrasts?
8-151359
The a&ove-slgnad daat haraby talmm S.T. Waotan CorpofaHna or subaidiariat torn any cMm
pnopaity damaga. such as clam for damaga to 6"3A Lb ijltifc®
Status, M&lsn Ad tain
tr. Toi i.0?t filtt
In To I 6.4S ACCEL
T«t> Q#t actual St at as
J# c,z	30 I v. Tol
3C*§ 02 3W ii'i Tvl
Ces&rtfc
CEMENT
f-LVASH
Tartjft
mm Lb
1300 Lb
ftCvUSil SSsitUS
3380 . In Tol
13SB OutTol
i.
%
¦ at •# •

Water-	Tsr'-gwt fic t '.«sl {it at us
WRTEf: ««) i3« Sat 133 GutTo)
T&re
RmN ^3
-------
APPENDIX C4
CHANDLER CONCRETE TRUCK MIX
PLANT PRODUCTION DATA
-------
Parameter
Date
Run #
Run Time Start
Run Time Stop
Load Time
Truck#
57 Stone, lb
Limestone, lb
Type 1-2 Cement, lb
Castle, lb
Flyash, lb
Darex, lb
WRDA-35, lb
Polarset, lb
HRWR1, lb
CLACCEL, lb
NCACCEL, lb
Water, lb
CJt
Total, lb
Total, Ton
Yards
lb/yd
Ton/Yd
3/17/2004
TV-T-1
717	Stop	752
834	Re-Start	758
718
741
803
825
942
902
954
975
12180
9020
8060
13920
12000
4280
3800
12960
3760
2270
2020
4195

2780
2320


635
585


0.94
0.81


6.75
6.0625


36.5
32.5

1460.4275 892.9471 901.2924 2061.289
29400
19922
17726
33136
14.7
10.0
8.9
16.6
7
5
4.5
8
4200
3984
3939
4142
2.10
1.99
1.97
2.07
Totals
Load #	4
57 Stone, lb	43180
Limestone, lb	33040
Type 1-2 Cement, lb	12245
Castle, lb	5100
Flyash, lb	1220
Darex, lb	1.75
WRDA-35, lb	12.8125
Polarset, lb	69
HRWR1, lb	0
CLACCEL, lb	0
NCACCEL, lb	0
Water, lb	5315.956
Totals
Total, lb	100185
Total, Ton	50.092
Yards	24.500
lb/yd	4066
Ton/Yd	2.03
HHMMSS Test Length, Hr	1.0881
-------
I
TRUCK
0942
106 IN
USER
MIX CODE
721	
DESIGN QTY
__mrrr
1600
DISP TICKET NUM TICKET NUM TICKET ID
1094408
tnr?r ...
MATERIAL DESIGN QTY REQUIRED
srsnur" ~rarrr ¦
LINE	1600 lb 11784 lb
TYPE 1-2 517.0 lb 3419.0 II
MATER 35.00 oi 174.80 ol
NON-SIMULATED MUM BATCHES: 1*
LOAD TOTAL; ^ 00 lb DESIGN M/Ci
4,»0 c HATER IN TRUCK;
3740.0
175.00
0.545
0.0 gl
"1481?
BATCHED VAR
£14
141.0
0.20
17458
TIME
07: ll
DATE
03/1778004
T 		IB538
XMOISTURE ACTUAL HAT
% VAR
1.8EX 5.231X A
0.11X
71.48 gl
175.00 gl
HATER/CEMENT: 0,
ADJUST WATER:
547A DESIGN WATER: 245.0 gl
0.0 ol /load TRIM HATER;
ACTUAL MATER: 246.5 gl
0.0 gl /yd
TO ADD: 0.0 ql
TRUCK	
LOAD SIZE
5.00 vtf
MATERIAL
STTFffNE™
LIME
CASTLE
TYPE 1-2
FLYASH
DAREX II
yfiBA-35
HATER
POLARSET
USER
USER"
MIX CODE
	
DESIGN QTY
Wf
LOGIN DISP TICKET NUM TICKET NUM TICKET ID
—rnms
75513	1755?
lb
lb
lb
820
510
450.0
130,0 lb
?.00 oz
21.40 02
32.00
2.00
NON-SIMULATED NUM BATCHES; 1
LOAD TOTAL: 19924 lb DESIGN W/C
SLUMP: '-,00 " HATER IN TRUCK:
ToWlb
4314 lb
2413 lb
2250.0 lb
450.0 lb
15.00 oz
108.00 oz
124.48 gl
1580.00 oz
TIME
37F?r
SEfi
DATE
wmmm
LOAD ID
R/IW"#)
BATCHED	VAR	X VAR MOISTURE ACTUAL WAT
—902-0	-?o	"oTKf	
4280	-34	-.83X 5.275%
2780 +	147	6.39% 2.487X
2270.0	20.0	0.89X
435.0	-15.0	-2.31X
15.00	0.00	O.OOX
108.00	0.00	O.OOX
107.00 - -19.48	-15.401
584.00	4.00	0.49X
25.70 gl
8.08 gl
107.00 gl
0.440 HATER/CEMENT: 0.440T DESIGN HATER: 140.0 gl ACTUAL HATER:
0.0 gl ADJUST HATER: 0.0 gl /load TRIM HATER: 0.0 gl hi
140.8 gl TO ADD: 19.2 gl
-------
I I
TRUCK
USER 106IN DISP TICKET HUM TICKET HUH TICKET
1094J33
16814
17660
TIE
08 s 03
J|TE„
03/177200?
LOAD SIZE
MIX CODE




~orp-
HATERIAL
	
DESIGN QTY
RE8UIRED
BATCHED
VAR
% VAR
5T5Tffr~
1800 lb
fffffo IF
—ff§sr~
-40
—rifff
LINE
820 lb
3782 lb
3800
18
0.481!
CASTLE
510 lb
2339 lb
2320
-19
-.81%
TYPE 1-2
450.0 lb
2025.0 lb
2020.0
-5.0
-.258
FLYASH
130.0 lb
5B5.0 lb
585.0
0.0
O.OOX
DAREJ II
3.00 oz
13.50 02
13.00
-.50
-3.701
URDA-35
21.60 az
97.20 oz
97.00
-.20
-.218
HATER
32.00 gl
127.77 gl
108.00 -
-19.77
-15.47X
POLARSET
2.00 I
1522.00 02
520.00
-2.00
-.38*
XMQISTURE ACTUAL
2.493X A
i.mi ft
11.07 01
5.17 gl
108.00 §1
NON-SIMULATED NUN BATCHES: 1
LOAD TOTAL: 1772? lb DESIGN «/C: 0.440'
*»LOWP: 4.00 ' HATER IN TRUCK; 0.0 gl

WATER/CEMENT: 0.461T
ADJUST WATER:
DESIGN HATER: 144.0 al
0.0 gl /load TRIM MATER:
ACTUAL MATER:
0.0 gl /yd
124.2 gl TO ADD: 19.B gl
USER LOGIN DISP TICKET NUN TICKET NUN TICKET ID
^	mm		r75y?
TRUCK
W75—
LOAD SIZE
"OOvd
MATERIAL
srsTrar-
LIHE
TYPE 1-2 517.0 lb 4136.0 lb
HATER 35.00 gl 246.fl gl
NON-SIMULATED NUN BATCHES: 1
LOAD TOTAL: 33136 lb DESI6N W/C:
SLUMP: 4.00 * HATER IN TRUCK:
MIX CODE
J2I	
DESI6N STY REfiUIRED
~rorrr
1600 lb 13076 lb
TINE
WiH
SEI
LOAD ID
"11545
HAT

BATCHED	VAR I VAR MOISTURE ACTUAL
im	m mt	
12960	-116 -.89* 2.1571ft 32.10 gl
4195.0	59.0 1.43X
247.00	0.09 0.041 247.00 gl
0.565	WATER/CEMENT: 0.557T DESIGN HATER: 280.0 gl
0.0 gl	ADJUST HATER: 0.0 gl /load TRIM HATER:
ACTUAL HATER:
0.0 gl /yd
279.8 gl TO ADD: 0.2 gl
-------
Date
3/17/2004



Run #
TV-T-2

Stop
926
Run Time Start
917

Re-Start
942
Run Time Stop
1321



Load Time
916
948
9120
1314
Truck#
902
942
954
975
57 Stone, lb
2660
7060
9120
9860
Limestone, lb
1340
6740
4580
4560
Type 1-2 Cement, lb
545
2090
1500
2555
Castle, lb
820

2880
2920
Flyash, lb
175

635
685
Darex, lb
0.25

0.9375
1.0625
WRDA-35, lb
1.8125

5.25
7.4375
Polarset, lb




HRWR1, lb




CLACCEL, lb




NCACCEL, lb




Water, lb

943.0189
834.53
1218.414
Total, lb
5542
16833
19556
21807
Total, Ton
2.8
8.4
9.8
10.9
Yards
1.5
4
5
4
lb/yd
3695
4208
3911
5452
Ton/Yd
1.85
2.10
1.96
2.73
952
1153
1223
1311
Totals
Load #
4
57 Stone, lb
28700
Limestone, lb
17220
Type 1-2 Cement, lb
6690
Castle, lb
6620
Flyash, lb
1495
Darex, lb
2.25
WRDA-35, lb
14.5
Polarset, lb
0
HRWR1, lb
0
CLACCEL, lb
0
NCACCEL, lb
0
Water, lb
2995.963
Total, lb
Total, Tori
Yards
lb/yd
Ton/Yd
HHMMSS Test Length, Hr
0:59:35 Ton/Hr
Totals
63738
31.869
14.50
4316
2.16
0.9931
-------
I
TRUCK
(59(55	
LOAD SIZE
"ranr
MATERIAL
srsnnr
LIME
CASTLE
TYPE 1-2
FLYASH
DAREX II
HRDA-35
WATER
USER LOGIN
DSER	
MIX CODE
755	
DESIGN QTY
"WIT
850 lb
530 lb
370.0 lb
130.0 lb
3.00 02
19.20 oz
0.00 gl
NON-SIMULATED
DISP TICKET NUM TICKET NUM TICKET ID
	imill	ISBTS	T7553
REQUIRED
2W7b
1303 lb
810 lb
555.0 lb
195.0 lb
4.50 oz
28.80 oz
« 0.00 gl
BATCHES: 1
LOAD TOTAL: 5542 lb DESIGN ll/C:
SLUMP: 4.00 " HATER IN TRUCK:
NOTE: Manual Feed Occurred.
BATCHED
'"2560"
1340
820
545.0
175.0
4.00
29.00
0.00
0.000
0.0 gl
VAR_
-40
37
10
-10.0
-20.0 -10
-.50 -11
TIME
597T5
SES
T
DATE
5371772555
LOAD ID
T5553
1! VAR XMOISTURE ACJUAL WAT
-1.551
2.157% M
1.896% M
2.841!
1.23%
-1.80%
26%
11%
3.39 gl
1.83 gl
0.20
0.00
0.69%
0.00%

WATER/CEMENT: 0.060A DESIGN HATER: 0.0 gl
ADJUST HATER: 0.0 gl /load TRIM WATER:
ACTUAL HATER:
0.0 gl /yd
5.2 gl TO ADD: 0.0

TRUCK USER LOGIN DISP TICKET NUM TICKET NUM TICKET ID TIME DATE
mi	user	mm—iron—17555 5775? 5371772555
LOAD SIZE HIX CODE	SES LOAD ID
"4.00 yd" 721 "	"5	18044
MATERIAL DESIGN QTY REQUIRED BATCHED VAR % VAR %MOISTURE ACTUAL HAT
5T51WP— ~T732"Ib" ~mi$ ""7555	132 "OTf	
, LIME	1600 lb 6620 lb 6740 120 1.81% 3.433% A 26.80 gl
r TYPE 1-2 517.0 lb 2068.0 lb 2090.0 22.0 1.06%
£ HATER 35.00 gl 113.67 gl 113.00 -.67 -.59%	113.00 al
NON-SIMULATED NUM BATCHES: 1
LOAD TOTAL: 16833 lb DESIGN H/C: 0.565 WATER/CEMENT: 0.559T DESIGN WATER: 140.0 gl ACTUAL HATER: 139.8 gl TO ADD: 0.
SLUMP: 4.00 " HATER IN TRUCK: 0.0 gl ADJUST WATER: 0.0 gl /load TRIM WATER: 0.0 gl /yd
-------
I L

TRUCK USER LOGIN DISP TICKET NUK TICKET NUM TICKET ID TIME DATE
0954 usifi	roW?75 ~ 16318 TOR 11759 0171Well
LOAD SIZE MIX CODE	SEO LOAD IB
TWvT 7M		"ff	IMS
MATERIAL DESIGN QTY REQUIRED BATCHED VAR X VAR MOISTURE ACTUAL HAT
5T3T0RI	WIE	TOFT5 ~II2U	115 ""17331 	
LIME	870 1b 4494 1b 4580 86 1.915! 3.304% A 17.55 al
CASTLE 560 11 2834 lb 2880 46 1.62X 1.807% A 4.IE gl
TYPE 1-2 290.0 lb 1450.0 lb 1500.0 + 50.0 3.455!
FLYASH 130.0 lb 650.0 lb 635.0 -15.0 -2.31!!
OAREX II 3.00 02 15.00 oz 15.00 0.00 0.00X
WRDA-35 16.80 02 84.00 02 84.00 0.00 0 , 005!
HATER 32.00 gl 118.73 gl 100.00 - -18.73 -15.78X	100.00 gl
NON-SIMULATED HUM BATCHES; 1
LOAD TOTAL.* 19556 lb DESIGN W/C: 0.636 HATER/CEMENT: 0.625T DESIGN WATER: 160.0 ql ACTUAL HATER; 121.7 gl TO ADD: 18.3 gl
SLUMP: 4.00 ¦ WATER IN TRUCK: 20.0 gl ADJUST WATER: 0.0 gl /load TRIM WATER: 0.0 gl /yd
L l
r r
t
f r
TRUCK
swr
LOAD SIZE
*5 rsrvr
MATERIAL
57~3TDHE~
LIME
CASTLE
TYPE 1-2
FLYASH
DAREX II
WRDA-35
WATER
NON-SIMULATED
LOAD TOTAL; 21807
USER LOGIN
mm	
MIX CODE
753	
DESIGN OTY
"TB50T '
820 lb
510 lb
450.0 II
130.0 lb
3.00 02
21.60 .02
32.00 ql
DISP TICKET NUH TICKET
	MP —
REQUIRED BATCHED VAR % VAR
¦-watte —%w~ ~~m ~-:m
TICKET ID TIME DATE
—mS T37T5
SEO LOAD ID
"G	rrow
XMOISTURE ACTUAL WAT
4603	lb
2850	lb
2475.0	lb
715.0	lb
16.50	oz
118.80 oz
159.48	gl
BATCHES: 1
lb DESIGN	tt/C:
SLUMP: 4.00 " WATER IN TRUCK:
4560
2920
2555.0 <
685.0 •
17.00
119.00
146.00 -
0.460
0.0 gi
-43
70
80.0
-30.0
0.50
0.20
-13.48
-.931!
s.m
3.23X
-4.20?
3.03K
0.171
-8.45X
.0605!
.6045!
11.03 gl
5.52 gl
146.00 gl
Z.
WATER/CEMENT: 0.453T DESIGN WATER: 176.0 gl
ADJUST WATER: 0.0 gi /load TRIM WATER;
ACTUAL
0,0 gl
WATER:
/yd
162.6 gl TO ADD: 13.4 gi
-------
Date
3/18/2004



Run #
TV-T-3



Run Time Start
1240

Stop
1300
Run Time Stop
1450

Re-Start
1312
Load Time
1243
1317
1358
1438
Truck#
954
975
831
942
57 Stone, lb
14420
14400
14120
14020
Limestone, lb
6820
6900
7280
7260
Type 1-2 Cement, lb
2955
2995
3010
2955
Castle, lb
4340
4400
5200
5180
Flyash, lb
1025
1025
1025
1030
Darex, lb
1.50
1.5


WRDA-35, lb
9.625
9.5625
9.5625
9.625
Polarset, lb




HRWR1, lb




CLACCEL, lb




NCACCEL, lb




Water, lb
1777.5489
1719.132
1710.787
1785.894
Total, lb
31349
31450
32355
32241
Total, Ton
15.7
15.7
16.2
16.1
Yards
8
8
8
8
lb/yd
3919
3931
4044
4030
Ton/Yd
1.96
1.97
2.02
2.02
1323 1410
1355 1434
Totals
Load#	4
57 Stone, lb	56960
Limestone, lb	28260
Type 1-2 Cement, lb	11915
Castle, lb	19120
Flyash, lb	4105
Darex, lb	3
WRDA-35, lb	38.375
Polarset, lb	0
HRWR1, lb	0
CLACCEL, lb	0
NCACCEL, lb	0
Water, lb	6993.361
Total, lb
Total, Ton
Yards
lb/yd
Ton/Yd
Totals
127395
63.697
32.00
3981
1.99
HHMMSS Test Length, Hr
1:02:00 Ton/Hr
1.0333
-------
111
I I \
Ik
T
I ft
5955	
LOAD SIZE
r
MATERIAL
57"ST13nE""
LINE
CASTLE
TYPE 1-2
FLYASH
DAREX II
WROA-35
HATER
USER LOGIN
USER	
MIX CODE
WT
DISP TICKET NliM
		mm
TICKET NUH
DESIGN STY REQUIRED BATCHED
"leorib" "iiioOE ~vm~
850 lb 6874 lb	&880
530 lb 4356 lb	4340
370.0 lb 2960.0 lb	2955.0
130.0 lb 1040.0 lb	1025.0
3.00 oz 24.00 oz	24.00
19.20 02 153.60 02	154.00
32.00 gl 233.83 gl	213.00 -
NON-SIMULATED NU« BATCHES: 1
LOAD TOTAL; 31349 lb BE5I6N W/Ci 0.534
SLUMP: 4.00 " HATER IN TRUCK;	0.0 gl
VAI
I
-54
-16
-5.0
-15.0
0.00
0.40
-20.23
TICKET ID
	T7CT7
VAR
"3715%
-.m
-.37%
-.17*
-1.44*
0,00%
0.26X
-8,67*
TIME
TSTf3
SEQ
TT
DATE
537TH72B5?
LOAD ID
iroif
MOISTURE ACTUAL WAT
1,087* A
2.738* A
8.79 gl
13.86 gl
213.00 gl

WATER/CEMENT: 0.537T DESIGN HATER: 256.0 gl
ADJUST HATER: 0.0 gl /load TRIM WATER:
ACTUAL WATER:
0.0 gl /yd
235.6 gl TO ADD: 20.4 gl
L -
I. r i'
TRUCK
0W5	
LOAD SIZE
TTO*vr
MATERIAL
USER LOBIN
USER"
HI* CODE
SI8N 8TY
TICKET NUIt TICKET NUH TICKET
TWff
REQUIRED	BATCHED
SflTOfir ~ 18031b "14400 lb	14400
LIME 850 lb 6957 lb	6900
CASTLE 530 lb 4323 lb 4400
TYPE 1-2 370.0 lb 2960.0 lb	2995.0
FLYASH 130.0 lb 1040.0 lb 1025.0
DAREX II 3.00 02 24.00 02	24.00
HRDA-35 19.20 02 153.60 oz 153.00
MATER 32.00 gl 807.18 gl	206.00
NON-SIMULATED NU« BATCHES: 1
LOAD TOTAL: 31451 lb DESIGN W/C: 0.534
SLUMP: 4.00 " WATER IN TRUCK:	20.0 gl
-57
77
35.0
-15.0
0.00
-.60
-1.18
% VAR
"Oof
-.82*
1.781
1.18*
-1.44*
0.00*
-.39*
-.57*
TIME DATE
13717
SEQ LOAD ID
n	ram
MOISTURE ACTUAL WAT
2.312* A
1.965* A
18.68 gl
10.16 gl
206.00 §1
R UP* 3
WATER/CEMENT: 0.531T DESIGN WATER: 256.0 gl
ADJUST WATER: 0.0 ol /load TRIM WATER:
ACTUAL HATER: 234.8 gl
0.0 gl /yd
TO ADD: 1.2 g
-------
USER LOGIN
LOAD SIZE
DISP TICKET NUM TICKET NUN TICKET ID
		ni832 —rm
"1595152
769
DESIGN STY REQUIRED BATCHED
~mm' "lioons ~mrr
900 lb 7345 lb	7280
620 lb 5113 lb	5200
370.0 lb 2960.0 lb	3010.0
130.0 lb 1040.0 lb	1025.0
19.20 oz 153.60 oz	153.00
34.00 gl 211.30 gl	205.00
NON-SIHULATED NUH BATCHES: 1
LOAD TOTAL: 32356 lb DESIGN H/C: 0.567
SLUMP: 4.00 ¦ MATER IN TRUCK:	25.0 gl
8.00 yd
MATERIAL
srsTBsr"
LIHE
CASTLE
TYPE 1-2
FLYASH
WRDA-35
HATER
VAR
—jgjj
-65
87
50.0
-15.0
-.60
-6.30
% VAR
~57l6f
-.88%
1.70SS
i ,69%
-1.44S!
-.3915
.r2.98X
TIME	DATE
T3T51 5371872555
SEC	LMDJD
D"	18551
XMQISTURE ACTUAL HAT
2.008*
3.093%
17.17 gl
18.69 gl
205.00 gl
Kl4M#3
WATER/CEMENT: 0.563T DESIGN HATER: 272.0 gl
ADJUST HATER: 0.0 gl /load TRIM WATER:
ACTUAL HATER: 240.9 gl
0.0 gl /yd
TO ADD: 6.1 gl


fSER
TRUCK
0952	
LOAD SIZE	MIX CODE
8.00 yd	759	
MATERIAL	DESIGN GTY
ststone—nsnr
LINE
CASTLE
TYPE 1-2
FLYASH
WRDA-35
900 lb
620 lb
370.0 lb
130.0 lb
19.20 oi
34.00 gl
DISP TICKET MUH TICKET NUM TICKET ID
	0595152	HS33 —I7S85
REQUIRED
¦"1555ns
7329 lb
5112 lb
2960.0 lb
1040.0 lb
153.60 02
213.23 gl
BATCHED
"14525"
7260
5180
2955.0
1030.0
154.00
214.00
NON-SIMULATED NUB BATCHES: 1
LOAD TOTAL: 32241 lb DESIGN H/C: 0.567
SLUMP: 4.00 " HATER IN TRUCK: 25.0 gl
VAR t VAR
-49
68
-5.0
-10.0
0.40
0.77
TIME
I5T3B
SEQ
"5"
DATE
537117255?
LOAD ID
MOISTURE ACTUAL HAT
1.33%
-.171!
-.961
0.26X
0.361
1.7971 A
3.072X A
15.36 gl
18.50 gl
214.00 gl
|Wi*3
HATER/CEMENT: 0.57IA DESIGN HATER: 272.0 gl
ADJUST WATER: 0.0 gl /load TRIM WATER-
ACTUAL HATER: 247.9 gl
0.0 gl /yd
TO ADO: 0.0 gl
-------
APPENDIX 05
CONCRETE SUPPLY TRUCK MIX
PLANT PRODUCTION DATA
-------
Parameter






Date
5/12/2004





Run#
CS-T-1





Run Time Start
750

Stop



Run Time Stop
850

Re-Start



Load Time
750
800
808
812
816
827
Truck#
174
179
2127
273
2138
2113
Sand
14751
14060
14730
7970
12880
12870
Stone
17530
18900
17650
14360
17110
17190
Cement
4980
5560
4955
3165
5895
5920
Fiyash
0
0
0
950


Water, lb
1644
1827.555
1627.275
1535.48
1134.92
1143.265
Reducer
12.5
14.0625
12.4375
10.44


Liquid Air
0.69
0.56
0.63
1


MS Sand



3190


Retarder




14.75
14.8125
Adva




18.125
18.75
Delvo




25.9375
26.0625
Total, lb
38918
40362
38975
31182
37079
37183
Total, Ton
19.5
20.2
19.5
15.6
18.5
18.6
Yards
10
10.25
10
8
9
9
lb/yd
3892
3938
3898
3898
4120
4131
Ton/Yd
1.95
1.97
1.95
1.95
2.06
2.07
CO
an
Totals
834
842


2150
2133
Truck#
8
7010
11460
Sand
95731
12590
15330
Stone
130660
2765
5250
Cement
38490
835

Fiyash
1785
1268.44
901.26
Water, lb
11082.16
9.06

Reducer
58.5
0.9375

Liquid Air
3.8125
2780

MS Sand
5970

13.25
Retarder
42.8125

16.25
Adva
53.125

23.0625
Delvo
75.0625



Totals
27258
32994
Total, lb
283951
13.6
16.5
Total, Ton
141.976
7
8
Yards
71.250
3894
4124
lb/yd
3987
1.95
2.06
Ton/Yd
1.99


HHMMSS Test Length, Hr
0.995


0:59:42 Ton/Hr
-------
STONE:	270 lb	2700 ih 3330		40	- 1 ,. 430
T'E I	500.0 lb 5QQ0.0 ib 4980.0 -SO.0 --,40%
•tTER	31.0 gl #	gl 197,0	~--0„4 -.2054	i?7,C0
COUCEE	-+«0 /C EOO ,0 o 2 200,0	0, 0 0«00%
1,50 OS . 10,00 oz 11.00 . .. 4.00	10,00'/.
PEERED	O.O' 'gl'-'# ""0.0 gl	0.0 ,, ' '' 0". 0 0.000
«r 3	0,0 gl # 0,0 gl	0,0	0,0 0,00"
O4-SIMULATED NCR BATCHES t 1
im TOTAL; ;8"!S ii: OESSS-I H."0; <5,!!? WTER/CEKKT: O.im EESISN HATER: DOR ql	ACTUAL «ATEfi: 30?,3 si TQ A§3; 0.7 gl
SLUMP; 3.00 " WftTER IS TRICK; 0,0 gl ADJUST MATER; 0,0 g! flni TRI5! WATERt	OA" 5I /yd

'RUCK	 USER LLC IA DRIVER	 TICKET- AUK TICKET ID TIME	 DATE	
.7°	'JEER	179	105E3-	110EE- 0-7 if- 33013/30;
"ii:"1 S'TC sv?" RCDr	::::pn	; "i,e t;
v"
iatefial
3300
DEE ISM
GT
0 REQUIRED
BATCHED
VAR
D 11
CAR < ' i ' ' '
A'
L Rc> 1
I
:i. 4143 : !::
14030
.....
-•••.59% i, S'TT'R A . 103,01 "1
O: . ONE
•!
1b
•t p c.D' ">
18900
.... /, p
- ,330
:"VRSE I
'DEO »0
1 !::;•
D637,3 It
3560,C

-...I -* .•¦
AA rp
350
¦;.> ¦¦
# 31 , I- g 1.
E1 <-•, v
r
? j-0% e00 ql
CID'JCER
A , 0
/ c
c~
EEC0
¦-0,5
ad
"" .1 L,.. . >
•IP
1 .'30
c- z
cz
9» 00
I ,. S3
	IE.200
"RMRERED
0,0
.13 1
# „ 0 q 1
0 0
0,0
0 „ 00%
RATA: 3
0„0
v:!
# 0, I" q ;
0, 0
A u
0,. it; 0
!0N	SIMULATED HUM
BATCHES: I



i.m TOTAL: 40343 ib 5ESI6N M/C;
OASe UfiTER/CEMENTi 0.
.ACT DESIGN HATER
! 328=0 5!
ACTUAL HATER; 3c?A q! TO AID: OA ql
SL'J?!?; 3.00 1
HAIEF; IS TRUCK:
0,0 gl ADJUST MATER;
0.0 gl fUii TR
I* WATERi
0.0 fi Ai
lEUQO	 yS£JR	l£GIN DRIVER	 TICKET NOR TICKET ID TIME	DATE
DiR'"' USER E1E7 105E4 HOE? OS07	O'3/l C1200 ¦'+
r"'3j"> P'yc: h-1 T Y f'nn"" a n C'p^i	t y *¦.
O O O		
-------
fYPE I	500,0 1:: 5000,0 It "I °550 	h5-Al		, ?0%
^ATER	31 0 gl #	qi 195.0		0,A	„ 20A	195.00
lEDUCEF 4 , 0 /C 200 , 0 c r 1 99 , 0	- 1 „ 0 -, 50%
-.IF; 1.50 o~ 10.00 :: 10.00	0,00	0,00%
I'E^ERED 0,0 gl # 0.0 gl 0.0	0,0	0,00%
4; 3 0.0 g 1, # 0 „ 0 g 1 0 . 0	0„ 0	0.00%
40IC!a 0.0 g! AriUST BSTfRj 0,0 gl /load	TRI* MATER:	0.0 gl /yd
f-j-i -r-y
E-L£m
=fr-f

MIX
IQDJL
IJCKEZL
iu
1I£,K
Sfyo
TIME
OhTTT
3gnpiiat_ 2ESI|N..Jfi[V ..E£9UI|EDe	DATCHED.
1500
vHi
C;TONE	1500 lb	12000
A' "ONE	300 lb	SAO 0
'0 1	A 00.0 lb	3200,0
H	120 AD lb	960,0
•J AT EE	31 .0 g:	# 184,5
\fc.DUCLH	0,0 /A	166,"-
A IF:	3.00 02	16,00
IS SAND	i-00 It	3300
731PERED	O0 c; 1
jATER 3	0 » 0 " "
*!0:v-SIMULATED
! ?.&* THTil ;	Ih
liipr'a'oo"'"!^?
lb
lb
lb
I
gi
lb
gl
IELSCK.
J133
-J3as-S1ZE
yd
# oo
ci: * o(
Nil'5! BATCHES» 1
j»/Ci o.^s mateb/cehehti o
"t'JDf! M S" JUET pTFR?
aiiivifi.....
11980
£9»A
316576
950,0
184.0
167,0
16. 00
31S}0
0,0
0«o
5,337 Kc—•
0,0 gl ' .
	30
--20
-035 , 0
	10 . 0
0 - 6
0.00
- 1 Q
o J 6
0 -4 0
A VAR
	-"OW
-, l ?
	. 33%
-1,090
	1« OAA
-«E77.
0«36%
r ; ':C-%
- 3 i A
0, 00 A
0« 00A
-2':,'AT-5
r^W^TTyn-rr":
B£mmi
ISA.00 gl
~A5.C si
tptm ycrnA
iUiT IICKEI	12
T
K1L HATER! m.* gi TO
II.ME	
0,0 gl fyi
k't
AM; 1,1 gi
DATE
i !f.»
M T V
h
! 13E3
1053:
CODE.
11031 OS; 1.7
SE£
°„ 00
MATERIAL
EN
STY
.REQUIRED
BATCHED
VAR
A VAR
AMI! I STORE
"VRE I
0
lb
f940,0
i
5895.0
-A3.0
-, 76%

a:-' stone
1900
1 b
17186
lb
17110
--76
- . "4-AA
0 , 500A
5 AND
1A Ac:
lb
12898
ID
12880
	18
-. 1 A%
6.000% H
JATER
36 ,0
gl
136 ,.3
9-
136,0
s. „b
- ,23 b

1ETARDER
A , 0
/C
237.6
•3.' Z
236.0
-1 . 6
—«£>7A

«)0A
5. 0
/C
29:"v, 0
Q 2.
290.0
-¦7 l; 0
-2„36A

OELVC
7,0

A15 . 3
O
A 15 . 0
-0 4 S3
-• . 1 C?A

TEMPERED
0, 0
32
A 0 .. 0
Ai
0.0
0 , 0
0oob

JATER 3
0 . 0
3 I
# 0, 0
gl
0.0
0 , 0
0 003

05/12/2004-
		J=S£.L™IS__
11 628
ACTUAL	HAT
1(1.30 -g]
B'7 „ 3 A gl
136 «00 gl
130	SIMULATED MUM BATCHES: 1
LCftD TOTALS 3/081 lb IE3I6N Hit: 0.3£? MftTER/CEMT; 0,
SI1'""- 2.0® " WATER IN TRUCK: 5,0 gl ADJUST HATER:
331T DESIGN HATER: £34,0 gl ACTUAL HATER j. £33,6 gl TO ADD; OA §1
0,0 gl /load TRIK WATER; 0,0 gl .'yd
-------
TRUCK
USER I
IN
DRIVER
TICKET NUM
TICKET
ID TIME
DATE
2113
USER
SI 13


1 10
32 03; 21;
05 /12 ."'2f""":'A
...OAO SIZE
MIX CO






SEC
V
9 .. 00 vd








1 1 -29
f.ATERIAL
DESIGN
QTY
	Ei3.@.U.I.R!;^?
PATCHED
VAR
0 VAR
%MOIETUEE
ACTUAL WAT
'"ORE I
2600
3. t:
5Oil.ij u 0
It
5920«0 ¦
--20 , '1
- , 3 A "4


3TDNE
1900
lb
171 Si
lb
7190
2l
0.020
0,. 5000 M
10.25 qI
aa-.d
1,352
lb
12893
1 b
12870
-23
- *
6 «000% M
99 .. 3(") fs 1
•JATER
26 „ 0
gl
13o.. 2
gl
137,0
'¦••7
0 ,51V

137.00 al
^ETARDER
A , 0
/C
237, 6
c z
237.0
-¦ 0 « *:
- ,25 V


1DVA
5, 0
,'C
29'?, 0
0 z
300 „ 0
3, 0
! ,. C1M


lELVO
7,0
/c
A15 ., 3

A17. 0
1 .,2
0 ,290


"EMPERED
00
gl
# 00
gl
0.0
0,. 0
0 ,. 00%


JATER 3
0,0
Oi
# 0 „ 0
g I
0.0
0 „ 0
0, 00%


ION	SIMULATED NUM BATCHES e i
LOAD TOTAL; 37185 lb BESISN H/C; 0,3£? WATER/CEHENT; 0.33IA DESIGN WATER: 234,0 gl
SLUSPs 3,00 " WATER IN TRUCK; 0.0 3! ADJUST WATERe 0,0 gl /lead TRIM WATER;
ACTUAL WATER: £3s,5 gl
0,0 gl /yd
TO ADD: 0.6 5I
5? STONE
*8 stone:
"YPE I
•LYASH
JATER
REDUCER
'.IF.
1G SAND
"E~MPFRED
jSrEp" 'q'"
) TIME	DATE
TWi miTE^Emz
Luef:rife
FH- APT! I fit Ui
2
login
:i.eiki.,Nyn
05213
REglJIgEv
*/ l f AC
a	;tH.
10510
,.500:4 M
0,500'a U
2020
2 765
C.d!.!!
Sm-O , U
152 --
14„on
15«OC
2780
if. OA „ o
1EO, 0
31 . 0
A, 0
3«00
UQQ
0,0
0„0 „
	SIMULATED NUM BATCHES i
LOAD TOTAL; Z1ZZ* lb DESI6M W/C; 0.4*8 MATER/CEKENT: 0
SLl"*F! 3.00 " HATER IN TRUCK: 0,0 <3! ADJUST WATER:
11U			 USE5_L0GIN " DRIVER	
C	; \ - .-•!
tAIgRlk,.
'YPE I
T? STONE
5 AND
JATER
:ETARDER
USER
.Jlll....£2.yiL
DESIGN.
SI 33
v03i mm m&t hi?.o si
0,0 «! /lead TRIM UftTER;
		_ " TICKET N'JM
10529
mi
;60 , U
1900
i 352
a/6 r.
A., 0
lb
lb
!!:::
g 3.
...REQUIRE
5280
;! O'7 , 9
21 1 . 2
1 fa
It
It
-MTQHED.
5250,0
15330
1 1.420
108.0
212,0
VAR
-30.0
5 A
	115
0«:!
0„ R
ACTUAL WATER; £16,5 si TO ADO: 0,5 a!
0,0 3! /yd
nCKET_ID ntilL., DATE	
1 103A OS 3 Am 05 .'12 /200m-
SEC		L.3iiS.„..1..3.....
D	1163::
T VAR		 %M01 S3 JURE ACTUAL OAT
:: ',€7%		~~	
0.35/'( 0,5000 0 9.14 gl
	.,99% 7„020% A 90.08 g1
;[ 08,. 00 gl
'N •. '"Jw A
0 P v
-------
"EO'IPDOED	V,. 0 gl # 0,. 0 g I	00	C,C	0.. 00%
iATEF 5	0,0 gl A 0,0 gl	0,0	0., V	0,00%
!C\N	31'MU LA TED NBATCHES e 1 "
ICAy "TSt; it DESIGN '*7C: 032® HATER/C£!1E«Ti 0.S31T DESI6N bftTEfS: c«.0 a!	ftCTUAl HATER•, £??,£ §1 TO MB-. 0.8 3!
SUM': 3.00 " WATEF: W TRL'CF.: 5.0 3! APJOSI MATER 1 0,? §1 /load TRW	O.t 11 /yd
BUCK	 USER_LOGIN DRIVER	 na;;iLI...±lUM 1ICKEI	ID UMiL	_DAIE_	
533	USER S33 10530	11035 '10: ED5 05/i£/2004
•PAD	J5III2EL i|Q 	LOAD	ID
0.00 yd	hOOO	0 1 &32
1A.TER.IAL		DESIiUJilV. _M™'' ®ED_ _£AIEHED_ __¥££_	MOISTURE ACTUAL WAT
: AND
i2'::,8
lb
1 lb
13600
QO
-„63% 7,1A1 % A
1!..! B • <3 3
ql
7 STQNE
1 850
lb
1 lb
1 8560
	ggj
M- c 1 0 * *500% A1
1:„ cO"'
... ':
"/RE 1
A"*?5. 0
lb
W.u.u lb
4?100
	6.0 0
- .... c< 1 v
* -w J.


"LV ASH
130 e 0
1 b
1300,0 lb
1290,0
1 0 , 'I-
v:?v.


jA'rr:'R
30O
Cjl
# 179., 5 gl
179 ,0
	0^
	, 23%
179,00
gl
:E EF:
A „ 0
.*' L.
250 r. 0 0
250. 0
r.
0 „ 00%


L'Of-'EREl.)
00
•51
# 0 , 0- a I
0, 0
0 3 C
0,00%


!ATER 11
00
gl
it 0 . 0 q 1
0 „ 0
f.
0,00%


JON-31MULATED MUM BATCHES J 1
im TOTAL398™ it DESIGN «/C: 0.«0l MATER/CEMENT: O.AM BESI8N MATERj 300.0 -5I h™L MATER; m.l gl TO ADD; 1.3 3!
SLUMP: 3.00 " WATER IM TRtiCR; 0.0 g! ADJUST HftTEE: 0,0 gl /I;a3 TO IftftRt CO 5! 01
"RUCK			USER L.neiN DRIVER		 TICKET	HUM TICKET' _I_D TIME _ DATE		
. 7A	USER	l':?A	10031	11034 0': 00 /12/EL 04
r;;T....,F	y ....	qrn	> nflO
L - yd	3300	D	11033
•AJEPIAL	LlESIGN_i!TY	F'EOU I PEP	..MICHEC	OAR	%	VAR		 IMOISJURE: ACTUAL	WAT
:AND	1335 It:	2^67 lb	2330 --37	-1,25% 7.105*/; A 23,, E':? gl
:7 STONE	1500 lb	3015 lb	2390 	25	"-,830 0„500% 0 1 0'73 gl
?3 ETGME	£"'?0 lb	5A3 lb	520 	23 	A, 24% 0.500% !"1 0,31 gl
"OF'E I	g.00 „ 0 lb	IOC'0',.0 lb	'"'^O.O 	5 5-.. 0:	-50 5 0% qm j
-------

5Jit fay




Date
«3/17/2004




Run#
CS-T-2

Stop


Run Time Start
1007

Re-Start


Run Time Stop
1106




Load Time
1007
1011
1014
1019
1023
Truck#
138
273
2116
2143
2150
Sand
9380
5230
13700
9300
11500
Stone
12270
6850
18430
12270
15290
Cement
3965
2210
4895
3940
4960
Flyash
1110
585
1290
1120
1295
Water, lb
1109.885
859.535
1602.24
1109.885
1560.515
Reducer
9.63

15.5625
9.625

Liquid Air
2.3125
0.5625

2.25
1.25
MS Sand
3640
1990

3670
4460
Retarder

5.3125


11.75
Adva





Delvo





Total, lb
31487
17730
39933
31422
39079
Total, Ton
15.7
8.9
20.0
15.7
19.5
Yards
8
4
10
8
10
lb/yd
3936
4433
3993
3928
3908
Ton/Yd
1.97
2.22
2.00
1.96
1.95
CO
<1
ro
Totals
1033 1038 1102
179
2138
2113
Truck #
9
1400
9300
9300
Sand
80700
2180
12260
12260
Stone
107130
655
3970
3950
Cement
33525
110
1150
1110
Flyash
9160
100.14
1076.505
1101.54
Water, lb
9897.17
1.375
9.625
9.5
Reducer
55.3125

2.375
2.25
Liquid Air
13.875

3690
4130
MS Sand
Retarder
Adva
Delvo
26150
29.125
0
0
0
Totals
4447
31459
31863
Total, lb
266660
2.2
15.7
15.9
Total, Ton
133.330
1.2
8
8
Yards
67.20
3705
3932
3983
lb/yd
3971
1.85
1.97
1.99
Ton/Yd
1.99



HHMMSS Test Length, Hr
0.982



0:58:56 Ton/Hr
135.7435
1029
2127
11590
15320
4980
1390
1376.925
2.875
4570
12.0625
39242
19.6
10
3924
-------
D37RERED	0.0 gl £ j0 gl	I-. C	0.0	U,0(O
¦JAT'ER 3	0,0 gl # 0,0 gl	0.0	0„0	0,00%
4QN	SIMULATED MUM BATCHES! l"
¦.OAD TOTAL: 73S8 lb KS!SN ti/Cs 0.000 WATER/CEMENT; 0.££4ft DESIBM WATER; 0,0 gl	ACTUAL MATER; 25.* gl TO ADD; 0,0 gl
lURfs 3.» " HATER 18 TRUCK; 0,0 |! ADJUST MATER; §.0 gl /bad TFIPI WATER;	0,0 gl /yd
" pl?ck
USER 1
..QGIi"
DRIVES	
TICKET mum
TICKET ID TIME
DATE
.038
USER

138

10532
11037 10;06
05/1S/E00A
..CAD SIZE
MIX	CODE.



SEC
LOAD ID
2 , %.%.! yd
7030




D
1 1 63A
•ATERIAL
DESIGN
QTY
. REQjJIREP .
BATCHED VAR
% OAR %MOISTURE
ACTUAL WAT
'3 STONE
15 AO
lb
12320
lb
18270' -'50
	, A1 %

;AND
1090
It
9 3 A A
lb
9380 38
r •'? a
"75„07 ql
"YPE I
500„ 0
lb
AOOO0
lb
3965.0 	35.0
, 88%

"LYASE!
1 AO«0
lb
11SO.0
lb
1 i 10 . 0 -10 „ 0
	89%


26,0
d
# 133,2
<3 -
133,0 -O.E
..... ( i "a; -i/
133.,00 ql
:E. ER
3.0
/C
153.6
O Z
lSA.0 O A
9 . 26%

'i r r
„ 00
c
--j
;; z
3' 00 "",33
	,88%

!S SARD
f-rOO
lb
3680
lb
36AO -AO
"" 1 . Oc>%

"EMPERED
0,0
gi
# 0„0
gl
0, 0 0 „ 0
0 00%

JATER 3
0 „ 0
ul
# 0, 'J
~ 1
0,0 0„0
0.00%

iCN"8IMUL..ATED N1.1M BATCHES; 1
1560 TOm? 3»«7 li EESISN ll/Cs 0.33? WATER/CEMENTs ?.342ft DESIGN WATER; 208,0 oi ACTUAL HATER; SOS,! ql TO ADD; 0.0 gi
SLtRP; 1,50 B mm m TRUCK: 0.0 gl US JUST HATER? 0.0 gl /lead TSIH HATER; 0.0 gi /yd
iiyci::	 ysERjjaoiN	driver			iickei	id ijme	date	
73 USER	£73	10523	11038 10;10 05/1E/20CA
i ¦ SHE _M1X. COQ£_	9LC	LOAD	JD	
A ' '"'0333	D	1:! 635
ATER1 Ai...	 DESIGN QTY	REQUIRED 	BATCHED	__VAR_ " VAR	 %HOISTURE AC i"UAL	WAJ
8 STONE! 1536 lb	69IE lb 6850		6E	--. ^0%
AND 1068 lb	51 AS lb 5E30	82	l.,5?% 7,10°% A A 1.60 gl
YPE 1 500,0 lb	2250,0 lb 2210,0	--A0.0 	1.78%
LVASH 130.0 1!:	585.0 lb 585,0	0,0	0 „ 0-0%
A TER 32,0 ::: 1	103,1 q 1 103.1	-,10%
-------
IS SAND	450 It:	£025 lb '0:*3'3		30	-1,0:030
'EMPERED	0, C ql # 0,0 gl	0,0	00 0,, 003
'A TEE 3	0,0 qi # 00 c 3	0,0	0 „ o 0.000
INN--3I3UL.ATED MUM SATCHEE: 1
LOW TOIAL: i??3i ib IESISN W/Ci §Mk MATEfDCEOTT; 0A3EA DESIGN MATER; i¥?.Dci SCTUfit WATER: m.t a! TO AJffis 0.0 g!
51* 3.00 MATES IS |Pi}K; o.O gj ADJUST HATEPi 0.0 5! 'load IE!* MaTEP:	0,0 §1 <3
'RUCK
USER
L..231N DRIVER „
TICKET NUH
TICKET ID TIME
DATE
>1 16
USER
Si 16


10534
11039 10;13
01 / 1 ki / ciOOA
HAD SIZE
MIX C
ODE



3E3
LOAD ID
0 , 00 yd
A 000




D
1 1633
1ATERIAL
DESIGN
QTY REQUIRED
BATCHED
VAR
% VAR %MOISTURE
ACTUAL WAT
5AND
127S
ib 13333
lb
13700
17
0,123 7,0683 A
1 OS337 gl
STONE
1850
lb 18500
lb
1B430
-70
	330

•ypE 1
ASS. 0
1 t: 0-950 . 0
Ib
A895.0
--55 . 0
-¦ 1 , 1 IN

"LYASH
130,0
Ib 1300,0
It
1390.0
	1 0 . 0
	, 77%

IA'r""R
30 , 0
gl # 191.8
gl
192.0
o> a
01.0%
192,00 gl
3. EE
A 0
/C £50.0
0 z
2 A 9.0
-1 .0
		 A03

"ENrERED
0.0
g I 4 0.0
gl
0.0
0 0
0.003

JATER "3
0«0
g 1 # 0„ 0
5 I
0.0
•J J.
0,000

40N-SIMULATED NUM BATCHES 3 1





LOSS TOTAL; 3??33 Is 5ESISN Ss/Ci 0Ml HATER/CESEUT; 0A05A DESIGN WATER; 300,0 al
ftCTilAl HATER: m.k §1 TO «Bi t.0 gl
SLKffi 3,00 •
WATER n TRUCK; 0,0 §> ftDJUST HsTER;
0,0 fl /leal
TRIM WATER:
0,0 gl /yd

•PUCK
USER L33IN
DRIVEDO
TIC}
-------
A
>!3 SAND	460 It	3680 lb 3670	~:!0
TEMPERED	0.0 gl # 0.0 gl	0.0	0.0	0,00%
•JATEF: 3	0.0 gl # 0.0 gl	0.0	0.0	0,00";
•JON—SIMULATED NUN BATCHES: l"
IZM TOTAL; 3i«2 lb 0ESI5N W/C; 0,339 MATES/CEHENT: 0,343! BESISN WATER: 206.0 gl	ACTUAL 'WATER; 207.? gi TO mi 0.3 ql
S'' 1.50" TO IS TRUCK; 0.0 gl ADJUST WATER; -),0 %\ fbni TRIM WATER:	0.0 §1 /yd
'"RUCK
USER L
33 GI r
I DRIVER
TICKET
HUM
1 RE"'" id
TI ME
DATE
3150
USER

2150

vt"'CiC3-
11041
10 5 21
05/12/2004
.DAD SIZE
. MIX CODE_





SEQ
LOAD ID
. 0 .. 00 ; d
70333






D
1 1 633
1ATERIAL
DE3IGM
QTY
REQUIRED.
BATCHED
VAR
% VAR %
MOISTURE
ACTUAL WAT
¦S STONE
' 5. _
lb
1.5360
lb
15290
-70
- .46%


SAND
1063
lb
11451
lb
11500
O
0 ,43%
"7 _ p -I Qfs n
9P,7Q gl
fYFE 1
500.0
lb
50000
lb
4960.0
--0 * 0
	, 30%


"3YA3H
130. 0
Ifc
1300«0
lb
1295.0
- 5. 0
- . 33%


rrR
233, 0
gl
# 1.37,3
3 I
1E37.0
' 'J *i tD
-• ,32%

iE;7,C'0 a 1
11 ' DER
3„0
/C
189.0
o z
130, 0
1 *0
i:-. •>/


:i 1 r:
3 .00
cz
20.00
0 2
20.00
0,00
0 ¦ 0014


IS SAND
450
lb
4500
lb
4460
40
- . £39%


"EHPERED
0 j 0
gi
# 0.0
gl
0.0
0 * 0
0 , 00%


1ATER 3
0, 0
gl
# 0,0
cl
0,0
0 u 0
000%


•iON	SIMULATED NIJM BATCHES ;s i
im TOTftl; 3907? ifc DESIGN «/C: 0.37! WATER/CEHENT; 0,3?^ DESTBN MATER; 250.0 gl
mmt 3,00 * mm IK TRUCK: O.O gl ADJUST WftTERs e.O |1 /loa-i TRIM WATER:
ACTUAL WATER; 3??.8 gi
OJ gl /yd
TO ADD: 0,3 qi
:2L?en	
¦1 SIZE.
, .
;AjERiBk_..
'S STONE
JAND
-vpe I
L. Y A 3 H
IA T'EP
ySER_LOSIN DRIVER.
USER	El 27
J1I>LC0D£_.
'7 0303
o §. iliN	S T Y REQUIRED
155 AO lb 15400 lb
1090 lb 11694 lb
500,0 lb 5000.0 lb
14- 0 . 0 1 b 1 4 00 , 0 3 i"
2:::,0 jl # lb 4.8 I
TICKEI	HUM
10537
£-AT CHED
15320
1 1590
4980»0
1390,0
1 35 „ ¦¦¦¦
VAR
- .1 04
-20. 0
¦¦ i o, o
IICKEI	1,1)
11042
um.
1 « pS
SEQ.
r
DAT'r"
05/1
	Load	.1
VAR
cr --Mi
..../•>
89*/,
4 ('} %
71 %
%H013TURE ACTUAL	WAT
7.. 286% A	33 gl
-------
•;S SAND	''6 lb	AS 00 It 4570		30	¦¦¦• . 5 /
"EMPERED	0,0 gl # 0,0 g 1	0„0	0,0	0'„ 00%
iATES: 3	0-0 ql A 0:,. 0 ql	00	00	0, 000
ION-SIMULATED MUM BATCHES:; l"
LOAD 'DIAL: 39SI3 It 5ESISN (f/C: 0,339 WATER/CEMENT: 0.3h!T DESION WATER; £60,0 gl	ACTUAL HATEF.; £59,3 gl TO ABDs 0,7 gi
S! 1.50 " HATER IN TRUCK: 0,0 gl ADJUST WATER; 0,0 g: /load TRIH WATER:	0,0 gl 'yd
:;oa]l.MZE
1,SO yd
lAJERIAL	
? AND
STOKE.
"YPE I
L V ASH
-)A"	R
•E. EF:
s IR
'EMPERED
JATER 3
-!QN—SIMULATED
LOAD TOTAL; iW ib
USER	LOjBIN
USER
DEilvili.
TI CKET	NUM ^IC^E'I"	ID TI ME
179
mm;;.
r:;	QTj 	REQUIRED
11103
1850
520 * 0
100 „ 0
20 , 0
3 „ 0
e. 50
lb
I ta
lb
lb
g 1
/T:
1	ASS
22 SO
62 A „0
11: o to
12 „ H-
22 „
2	,00
0 c 0
f": <"'!
0 ,0 q 1 #
0 „ 0 g 1 #
NUM BATCHES c 1
DESIGN il/Cs 0,349 WATER/CEHENT; 0.262T
lb
lb
1 b
Ib
gl
o z
o z
g I
gl
: -'ICHEIL
1A 00
21	BO
655.0 :
110 . 0
12. O
22	. 0
0 = 00
0, 0
o„ o
i f-'i2
M K
1 1 OAS
	32
	AO
2 1. , V
1	o. o
	0 , A
0 r. 3
2	, 1 (j
, O
0 , 0
10 ; 31
SEG ,
%	VAR	
™"2 , 22-/4
	1„80%
A „ 97%
	2.330
-3„23%
	1 235 X
i 00„00%
0 , 00%
0 , 00%
%M0ISTURE
7.2A6% A
DESIGN HATER; £*.0 gl
	EAJl	
05/1.2/200 A
	LQAD...ID	
116A0
ACTUAL	NAT
1i133	gl
gl
SLUMP; 3,00 " WATER IX TRUCK; 0,0 gi ADJUST :ArEf; 0,0 gl /load TSI?4 WATER;
ACTUAL HATER;
0,0 gl %d
gl TO ADD:
;L 1
"RUCK
: 1 38

1ATERI At...
'8 2TCNE
iAND
'YPE I
"L Y Ash
JATER
ySER	LOGIN
USER
J1IX_G£DI	
DRIVER
2138
- qr-
P^SISN	QJY	REQUIRED	
1.5A0 Ib 12320 " lb
1090 lb	9367 lb
500.0 lb 00 0,0 lb
1 AO , 0 Ib 1120,0
2t,0 ql # ISO,5 ql
TICJ
-------
•1 i. !"•
460
rEMPERED	0.0 ql #
JATEF: 2	0.0 gl #
mCN	SIMULATED NUM BATCHES: 1
LBkD TOTAL; 31«? lb SES1SK W/Ci 0.33? MATER/CEMENTs thffll 5ESI6N WATER; £08,0 gl
f 1.50 « HATER IH TRUCK; C.O g! ADJUST PTES; 3.0 gl 'load TRIH ««TtRi
C 2
lb
gl
gl
3680 lb
0 .. 0 q I
g"
:j,, a
. UU
3690
0,0
0,0
¦'., c- /
10
0 .0
0«0
0. 00:',
0» 00 a
ACTUAL WATER; £96,0 al TG ADD: 2.0 gi
0,0 gl /yd
[RUCK.
:i 13
.qm size
S,00 vd
mSElBL^.
y^B_kQSiN
USER
JiLX-COD£_
"?030
2£SIGcl.1IV .
DRIVER
El 13
'T
10540
.REQUIRED. .JATCHEII
VA|I
!i.£Ki:,I	ID
11042.'
„VAR.
•'B STONE
1540
1 =
12380
It-
1 £260
--60
	< 4314
SAND
10° 0
Ifc

lb
9300
- 56
- 6
:"YF:'E I
500, 0
1 b
-<¦000„ 0
I b
3900,0
-500
	1„25%
:'L V ASH
140,0
lb
1 ISO;., 0
lb
I 110 , 0
	10 „ 0
.... ^ ROV
- -q
26 „ 0
0 ••
# 131,8
gl
1.38.0
0 , £
0, 15b
It ' ER
3.. 0
/C
153.6
o z
•5 C" •-"!
o ¦
- 1 ,. 6
— 1 t QL.%
•? IR
oo
o z
37.33
O 'Z.
36 .00
	 1 , 33
-3.56b
*5 SAND
460
lb
JfcoO
lb
4130M)
¦450
J. 2. £314
TEMPERED
0,0
gi
# 0,0
gl
0,0
0 „ 0
0 a 00/5
•JATEF: 3
O t •
s i
# 0„ 0
g 1
0.0
'0, 0
000K
•SON--SIMULATED NUM BATCHES; 1
LOAD TOTAL; 31864 ib DES1BN W/Ci 0,33? HfiTER/CEHENT; 0,3«T DESI6M WATER; 206.0 gl
SLOW; 1.50 " WATER W TRUCK; 0.0 gl ADJUST WATER £ 0.0 gl A:~d TRIM WATER;
HOTEs fURual Fesd Occurrsct,
IIH.
1 1 5 0 1
SEC
.Mill.
o1
as/eooA
D	11649
fflSJSIUEE ACTUAL	MAT
rD4«
"02. Ob ql
. 3E 00 ~ 1
ACTUAL WftTER: 207.8 gl TO ADS;
0.0 gl 2i
0.8 ql
-------
Date
5/13/2004




Run#
CS-T-3




Run Time Start
906

Stop
958

Run Time Stop
1010

Re-Start
1001

Load Time
906
919
933
1001
1005
Truck#
179
2127
2138
2150
273
Sand
5720
11630
11710
11710
10310
Stone
6920
15350
15360
15320
13800
Cement
2025
4945
4970
4975
4465
Flyash
555
1395
1395
1400
1165
Water, lb
675.945
1393.615
1385.27
1368.58
1401.96
Reducer
6.50




Liquid Air
0.1875
2.9375
2.9375
2.875
1.125
MS Sand

4570
4570
4590
4010
Retarder

12
12
12
10.5625
Adva





Delvo





Water, lb





Total, lb
15903
39299
39405
39378
35164
Total, Ton
8.0
19.6
19.7
19.7
17.6
Yards
4
10
10
10
9
lb/yd
3976
3930
3941
3938
3907
Ton/Yd
1.99
1.96
1.97
1.97
1.95
CO
•^5
CO
Totals
Truck #	5
Sand	51080
Stone	66750
Cement	21380
Flyash	5910
Water, lb	6225.37
Reducer	6.5
Liquid Air	10.0625
MS Sand	17740
Retarder	46.5625
Adva	0
Delvo	0
0
Totals
Total, lb	169148
Total, Ton	84.574
Yards	43.00
lb/yd	3938
Ton/Yd	1.97
HHMMSS Test Length, Hr	1.002
-------
"• '¦ .\x -i ¦¦¦ ;e .... »	•• ¦; EE .	. -j	•. ••	¦ e
eeafoeree;	V,..:- ;v,i # o ee	:, c	o,\
AATEF 3	0.0 j I # 0,0 gl	0,0	0,0	0.00'/
•¦!OAPS I DELATED KE :'v: DO TCKE3 c I
LC^ "STSLi mv: It 6ES13K tf.'Cs EEie MATEE'CEl-eiE EE^E' spstpn wATERi !«.? E	ACTUAL HATER: «?*.S g! ?* mh CO 5I
0 EEE * BATE? E EEEE EE E AtJUST HATE'i EE E 'EE EE'I HATEF.:	EE gl A:
OL

™- - -A' V-


DEAeSL
T1AEEE
AiE'1
•EE EE
179
oeee
2EBI3N	A
Bi2^IEiD_ ..JEATOjEE.
-'AF
eke-
1 o~
I*'•...
E AMD
13A 6
1>: 57";:
RE
1:::
SPEC5
....E?
~. ¦:'£%
......

I5 E; C

'¦ ¦
S'/z v

	, EE'A
rv:;>E I
EEC , E
it .?;h-() ,

1
E02E.E

, 'E'OA
r • " •
L:. E _ : E
'• •-.

¦ =,
':::¦ 5 0 ..
5 , : E
- , 3°:4
A- E.
3c! j 0
1 ;;a ; ;
E,
-i
81 ,0
0 ;
EvW'^-E
EE EE LEE.
t.
/C :: v -i-,
E.-:
; :;
OA, C
. \
.. '.A
- c:
. r~ £
:::: -- C
=j
:::
3. 00
-- !
.. . 0" i'
EE STONE
30C-
1:: 12';:

"
IPO
3'/
•"
EEEHEEEEE
,i V
31 # c

E -
0-. E*
'./• .t •/
f) -A
TEF EE
- i. ..
3: " ^

r:> .V
0 : E
i.

AEO'-EjI f1EE0;
7 Sir r-
jrl BA'
..




-r r :-„i r-
;„-n.		
. zv	n
0	1 1 f: i E
H.3£l|iyiiE, 33I3Aif,.ri..A:
A. ,00 :g 1
LOAD TOTALS 15903 it DESIGN rti E.A! KATER3EEIT: OAE~ mm WATER; 1=5.0 d SCm miBi !E?,5 al TO ®Zi 0.3 5!
SEME EEC ' iJATEP U TRUCKi OA gl ftWIST WATEfi; EE gl !Uii TR!" ©TEE EE gl /yi
:f ""L_		 .^iiA;;o....,ao;.w si:y;vEA	 ncjsiLJiyn	nm.	ileiil
A ACER a IE? EOEc-E	.11. RAO EcEEO 0
,._^Iil„.iiO:AE___	3|EC;	 loae	10	
4AAERIAE PES 1EA STY REQtAEEED EOATCHED EAR A "AR	 AMGIST'JRE ACT'JAL	WAT
"3 ETEAAE Eh'.; ]r :EE^OO E:: 153EA - ™ E	, OEY
-------
:'EF"AFEDEF;
•' c.
3AND
TEAF'EAED
FAFE""' 3
if t m'ji. ate::
L TAL; !«"« It
OA 00 1
#
ii
V 3
¦') -
F. F: 1
-NF.^! rA'T'CAES ; 0
DEEIGN AO: 0,33- WATEh'CEMEffT:
{..'4TEF. ;H TP'JC'C:
. ;"2 „ a
-"7.CC
457-:)
0. o
o .c
r>
ADjti£T WATIF.;
mm jjc; a
T?1». lf-T£P»
OF; A
,'V" >¦;
mm. "$TER; £!?.! ;I "0 ALA
-• . *	J
>rv
0 JSEF:
LCCIA DRIVER
TICKET NAM T
'AOKET ID IA EE FATE
138

E138
i ;:ir /.
•: o:> f'-.'-r / »j - •- -;--'0 ^
•K.~
« ~ y
~.nrvr

"F'FiL 		-	
:0ACA y::;!



:o oiatr
MATERIAL
design	orry '¦
BATCHED !/AR A
AAA AAOl3TAF:E ACTUAL WAT
"00 ST03NE
IDA
0 lb ISAAC It:
153 AC' •• -A
4 C, S /-s


F lb 11 ASF lb
1 c?:: F F
v : - • ¦ • ' '• ' "• ¦ -
*'"/!***' 00 I
£00*
:j EF-00'0 1A
F-c AO , -'0 -30 , A
, £: 0 M
...., ... ,
1 k- '?¦,
F 0 0 0 0 0 00 „ 0" I-
F A0;,5 .. 0"- A .. C
> C: C;:
*h A
o';;. i> a
05 gl 0 iif.S gi
166 , C 0,A
OtlB'Vi lio.OC ::: I
OETARDEA
2 L
•! q -::f 	
1 9£ . 0. 0 » 0-
0 , C-
01A
5 0
C r z A* 6 « -L 7: z
iy.AA 0,33
A-: "7

"A" ;'Z'
~ .0. • ¦ ¦ • . -
cr -7 - ,,, ' ¦
"" i.0
* E*1PEF;l!;0

F -1 F O'.F gl
€¦, 0 0 , 0
V ,.c OF
AFIFEFF A
0,
F g 0 # A OF gl
t. V
•0-0- 0 0;
FAN --EIA'JLATED
FUH DA'AFHEC: 1


ICAE TOTAL; m06
It 2E5I5N AC; 0,33? WATER,'CESEfiT:
0.3A1A 0E3I3« WATER; EiO.O -A
ACTUAL l-IATEn; Hi-A A "C ASSi OA si
SLi!*5; 2,50 ' WTEF: I" TRAD: OA §1 ADJUST WATER; 0.0 §! /icsj TRIM HATER: 0,0 gl A
A3,
AF. OA" vc:
lAISLI^
3To::r:;:::
w pr
„ ,,, T ,
JEEF: 1... 03 A 10;
aee^	
v r v ¦,¦¦¦¦ ~:
I£31GNJ1D: 	-EAAAFEFD PATCHED
¦PET MU-¦- ZlCW-Z-12 ¦¦
1 FCA'' lb
¦1 ¦> (::• i
; 53E0
0 0 71 -0
• A":'5. 0
1 AO 0-00 .A? v0o*
v'Hh
AO	 ;A![; 13Tt-F£ ACTUAL OQT
-------
- » 	
	 -n -
:OEOAOAOE;
....

7,00 0:
. \	0 i. OA'

aolck:
USER LQ3IN EEIV
EI":
TICKET
" NL'M
1:.-r-v. T -v. y M;~:-

-7
USEOE £73


. C-EO h
11069 10 ; 0--

! r- C'r~'i"
M'"'* f; :~r\r;





9 „ OOO vc!
-~T




		, ,
- A,
MATERIAL
EE':: I ON 7.1 •¦EEOAOEE
y---
HATCHED

- 03E

WA'
EB,0 1 # 16°, 6
! 'i
168,0
-1 - c.;
- , ?A^
IE3,00 cl
EETARUEF.
3 k r- /r 170: :!

169.0

A. rr-v

A1 R
3 « 00 C :: 1 :: 5 00
;; z
18,00
0 ^ 0 0
0 j 00%

01E CAAE	AEO: 'A-	CO/5'O It 40!/	--^A	??E
""EMPGS'ED	0,0 :A. # 0.0 g 1	C.O	0 .'I	O.AOOCO
water 3	o.o cA i o.o q: o.o o.o
NON-SIMULATE!) MUM BATCHES; 1
_u-3 TOTAL; !fc EES!€ff y/Ci 0,:?! HATER/CQf£«T: 0"it gr§fg| HHTEEj cK.O fi	ftCm HAM; 250,: S1 fQ MO; 1,; A
sLL'liP; 3,(0 " WfiTEf? IS TRUCKs 0,5 ql ACJUST HATER: 0,0 g! /load TRin WATERs	0.0 si 0,C
¦S STONE
1 £E_k3£!N
ijOPfi
7 i--' i™ r
			
30 : 00
	™_J	
17^0 1 ':::•
;i£Ki;;i	wy.!oi 1.12:.,
T
K-tr-
00 A 100
±ffiLlLiO	 	Ba'OEHEI
! 1 iV
, 0 '0':;
SEQ.
"•0/10: AEOC
..—		
! 1 6
	v^P		
	 y.EO
-------
APPENDIX C6
RMC CENTRAL MIX
PLANT PRODUCTION DATA
-------
Parameter
Date
5/19/2004




Run #
RMC-C-1




Run Time Start
810

Stop


Run Time Stop
909

Re-Start


Load Time
810
820
835
847
857
Truck#
2454
2424
2425
2418
2416
Sand
13020
13040
13040
13020
13000
Stone
15740
15720
15900
15720
15780
Cement
4170
4170
4170
4170
4180
Flyash
1050
980
990
990
980
Water, lb
13419
13385.38
13118.34
13118,34
13051.58
Reducer
12.9375
12.875
12.9375
13.00
12.94
Liquid Air
MS Sand
Retarder
Adva
Delvo
Total, lb
47412
47308
47231
47031
47005
Total, Ton
23.7
23.7
23.6
23.5
23.5
Yards
9
9
9
9
9
lb/yd
5268
5256
5248
5226
5223
Ton/Yd
2.63
2.63
2.62
2.61
2.61
CO
OO
CO

Totals
Load #
5
Sand
65120
Stone
78860
Cement
20860
Flyash
4990
Water, lb
66092.4
Reducer
64.6875
Liquid Air
0
MS Sand
0
Retarder
0
Adva
0
Delvo
0

0

Totals
Total, lb
235987
Total, Ton
117.994
Yards
45.000
lb/yd
5244
Ton/Yd
2.62
HHMMSS Test Length, Hr
0.994
0:59:37 Ton/Hr
-------
-\cH Ti tffi
Date 05-20-2004	RMC CAROLINA MATERIALS (new) PRODUCTION	Page 4
Time, 15:43:	Concrete Ticket Report (05-19-2004 - 05-20-2004)
Ticket	Plant	Time Customer Customer
Code Ticket Date Order Code Truck Code Code Delv Qty Printed Code	Name	Driver	Mix Products
20401779 05-19-2004
191
2454
204
9.00 cy 07:5%
95562-1
LISBON FERNANDO D0HNERT
30654
3000
PS I


Product

Quant i ty
Product

Quant ity



Weights

9920 ,
f)
-------
Date
5/19/2004



Run#
RMC-C-2

Stop
1103
Run Time Start
1008

Re-Start
1106
Run Time Stop
1111



Load Time
1010
1015
1033
2433
Truck#
2452
2420
2434
1106
Sand
2840
11900
13040
11920
Stone
3720
16240
15760
16120
Cement
930
3990
4180
4000
Flyash
210
1000
980
1000
Water, lb
1936.04
12450.74
13084.96
12784.54
Reducer
2.88
9.5625
12.9375
9.5625
Liquid Air

3.0625


MS Sand
Retarder
Adva
Deivo
Total, lb	9639
Total, Ton	4.8
Yards	2
lb/yd	4819
Ton/Yd	2.41
45593
47058
45834
22.8
23.5
22.9
9
9
9
5066
5229
5093
2.53
2.61
2.55
CO
00
Ul
Totals
Truck #
4
Sand
39700
Stone
51840
Cement
13100
Fiyash
3190
Water, lb
40256.28
Reducer
34.9375
Liquid Air
3.0625
MS Sand
0
Retarder
0
Adva
0
Delvo
0

0
Totals
Total, lb	148124
Total, Ton	74.062
Yards	29.00
lb/yd	5052
Ton/Yd	2.53
HHMMSS Test Length, Hr	0.9997
-------
Date 05-20-2004
Time 15:43:
RMC CAROLINA MATERIALS (new) PRwUCTION
Concrete Ticket Report (05-19-2004 - 05-20-2004)
Page 5
T icket


Plant
T ime
Customer
Customer





Code Ticket Date
Order
Code T ruck Code Code
Delv Qty Printed Code
Name D r i ve r

Mix Products



20401787 05-19-2004
171
2458
204
9.00 cy 09:24
1001937-1
VARNER LEON MCCLAIN
30654
3000
PS I



Product

Quant i ty
Product

Quant i ty




Weights

9920
TYPE I
CEMENT 4190.00
Ib 9922
FLY ASH
980.00
lb





9915
SAND
13060.00
Ib 9901
#57 STONE
15800.00
lb





9930
WATER
1572.00
ga 9941
WATER REDUCER
207.00
oz



-20401788 05-19-2004
191
2452
204
2.50 cy 09:25
95562-1
LISBON M0ISES
PEREZ
30654
3000
PS I



Product

Quant i ty
Product

Quant i ty




Weights

9920
TYPE I
CEMENT 1167.50
Ib 9922
FLY ASH
272.50
lb





9915
SAND
3350.00
Ib 9901
#57 STONE
4340.00
lb





9930
WATER
87.50
ga 9941
WATER REDUCER
57.60
oz



**'Ticket Cancelled
Reason
Code:104 CUSTOMER CANCELLED ORDER







20401789 05-19-2004
173
2398
204
4.00 cy 09:27
505247-1
MORTON CHRIS HARRIS
30654
3000
PS I



Product

Quant i ty
Product

Quant ity




Weights

9920
TYPE I
CEMENT 1850.00
Ib 9922
FLY ASH
430.00
lb





9915
SAND
5780.00
Ib 9901
#57 STONE
7060.00
lb





9930
WATER
564.00
ga 9941
WATER REDUCER
91.00
oz



20401790 05-19-2004
165
2420
204
9.00 cy 09:27
96709-1
CAROLINA KELVIN
HOLDEN
30655
3000
PS I
AE


Product

Quant i ty
Product

Quant ity




Weights

9920
TYPE I
CEMENT 3990.00
Ib 9922
FLY ASH
1000.00
lb





9915
SAND
11900.00
Ib 9901
#57 STONE
16240.00
lb





3333
AIR ENTRAINING 49.00
oz 9941
WATER REDUCER
153.00
oz





9931
WATER
2 1492.00
ga






20401791 05-19-2004
171
2434
204
9.00 cy 09:31
1001937-1
VARNER DARRELL RAY
30654
3000
PS I



Product

Quant i ty
Product

Quant i ty




Weights

9920
TYPE I
CEMENT 4180.00
lb 9922
FLY ASH
980.00
lb





9915
SAND
13040.00
Ib 9901
#57 STONE
15760.00
lb





9930
WATER
1568.00
ga 9941
WATER REDUCER
207.00
oz



20401792 05-19-2004
183
2433
204
9.00 cy 09:33
062470-1
BLUER IDG KEITH DRAHEIM
30655
3000
PS I
AE


Product

Quant i ty
P roduct

Quant i ty




Weights

9920
TYPE I
CEMENT 4000.00
lb 9922
FLY ASH
1000.00
lb





9915
SAND
11920.00
Ib 9901
#57 STONE
16120.00
lb





3333
AIR ENTRAINING 50.00
oz 9941
WATER REDUCER
153.00
oz





9931
WATER
2 1532.00
ga






20401793 05-19-2004
189
2452
204
2.00 cy 10:01
95562-1
LISBON MOISES
PEREZ
30654
3000
PS I



Product

Quant i ty
Product

Quant i ty




Weights

9920
TYPE I
CEMENT 930.00
Ib 9922
FLY ASH
210.00
lb





9915
SAND
2840.00
lb 9901
#57 STONE
3720.00
lb





9930
WATER
232.00
ga 9941
WATER REDUCER
46.00
oz



CO
CO
-------
Date
5/20/2004




Run#
RMC-C-3




Run Time Start
852




Run Time Stop
952




Load Time
852
857
906
916
923
Truck#
2454
2424
2398
2420
2430
Sand
1340
11900
11140
12020
14020
Stone
1920
16280
15720
16140
14300
Cement
450
4010
4770
3990
3930
Flyash
350
1010
1230
1010
1190
Water, lb
1301.82
12550.88
12951.44
12484.12
8144.72
Reducer
1.06
9.5
11.25
9.5625
12.9375
Liquid Air
0.375
3.125
4.5
3.0625
5.625
MS Sand





Retarder





Adva





Delvo





Water, lb





Total, lb
5363
45764
45827
45657
41603
Total, Ton
2.7
22.9
22.9
22.8
20.8
Yards
1
9
9
9
9
lb/yd
5363
5085
5092
5073
4623
Ton/Yd
2.68
2.54
2.55
2.54
2.31
CO
GO
Totals
931
934
944


2457
2416
2433
Truck #
8
7660
13000
10240
Sand
81320
8340
15760
12240
Stone
100700
2700
4170
3260
Cement
27280

1020
770
Flyash
6580
1204.48
1412
9713.58
Water, lb
61763.04

13
10
Reducer
67.3125
1.5625


Liquid Air
18.25



MS Sand
0
6.5


Retarder
6.5



Adva
0



Delvo
0




0




Totals
21913
35375
36234
Total, lb
277735
11.0
17.7
18.1
Total, Ton
138.868
5
9
7
Yards
58.00
4383
3931
5176
lb/yd
4841
2.19
1.97
2.59
Ton/Yd
2.42



HHMMSS Test Length, Hr
1.0064



1:00:23 Ton/Hr
-------
Date 05-20-2004
Time 15:43:
RMC CAROLINA MATERIALS (new) PRuuUCTION
Concrete Ticket Report (05-19-2004 - 05-20-2004)
Page 11
Ticket


Plant
T ime
Customer
Customer





Code Ticket Date
Order
Code T ruck
Code Code
Delv Qty Printed Code
Name D r i ve r

Mix Products



20401833 05-20-2004
175
2458
204
9.00 cy 08:41
96253-1
JLCONCRE LEON MCCLAIN
30655
3000
PS I
AE


Product

Quant i ty
Product

Quant i ty




Weights

9920
TYPE I
CEMENT 3980.00
lb 9922
FLY ASH
1010.00
lb





9915
SAND
11980.00
lb 9901
#57 STONE
16140.00
lb





3333
AIR ENTRAINING 49.00
oz 9941
WATER REDUCER
153.00
oz





9931
WATER
2 1500.00
ga






20401834 05-20-2004
200
2454
204
1.00 cy 08:41
387681-1
INTERSTA FERNANDO DOHNERT
30655
3000
PS I
AE


Product

Quant i ty
Product

Quant i ty




Weights

9920
TYPE I
CEMENT 450.00
Ib 9922
FLY ASH
350.00
lb





9915
SAND
1340.00
Ib 9901
#57 STONE
1920.00
lb





3333
AIR ENTRAINING 6.00
oz 9941
WATER REDUCER
17.00
oz





9931
WATER
2 156.00
ga






20401835 05-20-2004
175
2424
204
9.00 cy 08:50
96253-1
JLCONCRE LERON ROGERS
30655
3000
PS I
AE


Product

Quant i ty
Product

Quant i ty




Weights

9920
TYPE I
CEMENT 4010.00
Ib 9922
FLY ASH
1010.00
lb





9915
SAND
11900.00
Ib 9901
#57 STONE
16280.00
lb





3333
AIR ENTRAINING 50.00
oz 9941
WATER REDUCER
152.00
oz





9931
WATER 2 1504.00
ga






20401836 05-20-2004
178
2398
204
9.00 cy 09:03
818922-1
VENTURE CHRIS HARRIS
40655
4000
PS I
AE


Product

Quant i ty
Product

Quant i ty




Weights

9920
TYPE I
CEMENT 4770.00
lb 9922
FLY ASH
1230.00
lb





9915
SAND
11140.00
lb 9901
#57 STONE
15720.00
lb





3333
AIR ENTRAINING 72.00
oz 9941
WATER REDUCER
180.00
oz





9930
WATER
1552.00
ga






20401837 05-20-2004
175
2420
204
9.00 cy 09:03
96253-1
JLCONCRE KELVIN
HOLDEN
30655
3000
PS I
AE


Product

Quant i ty
Product

Quant i ty




Weights

9920
TYPE I
CEMENT 3990.00
lb 9922
FLY ASH
1010.00
lb





9915
SAND
12020.00
Ib 9901
#57 STONE
16140.00
lb





3333
AIR ENTRAINING 49.00
oz 9941
WATER REDUCER
153.00
oz





9931
WATER
2 1496.00
ga






20401838 05-20-2004
185
2430
204
9.00 cy 09:21
97549-1
CERT IFIE RONALD
BUTTS
32655
NC CLASS
B C&G


Product

Quant i ty
Product

Quant i ty




Weights

9920
TYPE I
CEMENT 3930.00
Ib 9922
FLY ASH
1190.00
lb





9915
SAND
14020.00
Ib 9901
#57 STONE
14300.00
lb





3333
AIR ENTRAINING 90.00
oz 9930
WATER
976.00
ga





9941
WATER
REDUCER 207.00
oz






20401839 05-20-2004
155
2457
204
5.00 cy 09:25
97549-1
CERT IFIE MICHAEL
. ABRAMS
32155
CLASS B C&G #57


Product

Quant ity
Product

Quant i ty




Weights

9920
TYPE I
CEMENT 2700.00
lb 9915
SAND
7660.00
lb





9901
#57 STONE 8340.00
lb 9930
WATER
384.00
ga





3333
AIR ENTRAINING 25.00
oz 9949
RETARDER
104.00
oz



CO
00
-------
«
Date 05-20-2004
Time. 15:43:
RMC CAROLINA MATERIALS (new) PkuuUCTION
Concrete Ticket Report (05-19-2004 - 05-20-2004)
Page 12
T ieket


Plant
Time
Customer
Customer





Code Ticket Date Order Code Truck
Code Code
Deiv Qty Printed Code
Name D r i ve r

Mix Products



20401840 05-20-2004
204
2416
204
9,00 cy 09:29
95585-1
FA!SONS WESLEY STEED
30654
3000
PS I



Product

Quant ity
Product

Quanti ty




Weights

9920
TYPE I
CEMENT 4170.00
lb 9922
FLY ASH
1020.00
Ib





9915
SAND
13000.00
lb 9901
#57 STONE
15760.00
Ib





9930
WATER
1412.00
ga 9941
WATER REDUCER
208.00
oz



20401841 05-20-2004
16?
2433
204
7.00 cy 09:42
96206-1
ATLANTIC KEITH DRAHEIM
30654
3000
PSi



Product

Ouant i ty
Product

Quant ity




Weights

9920
TYPE I
CEMENT 3260.00
lb 9922
FLY ASH
770.00
Ib





9915
SAND
10240.00
lb 9901
#57 STONE
12240.00
Ib





9930
WATER
1164.00
ga 9941
WATER REDUCER
160,00
oz



20401842 05-20-2004
178
2452
204
9.00 cy 09:57
818922-1
VENTURE MOISES PEREZ
40655
4000
PSi
AE


Product

Ouantity
Product

Quant ity




Weights

9920
TYPE I
CEMENT 4820.00
lb 9922
FLY ASH
1190.00
Ib





9915
SAND
11160.00
lb 9901
#57 STONE
15860.00
Ib





3333
AIR ENTRAINING 72,00
oz 9941
WATER REDUCER
180,00
oz





9930
WATER
1636.00
ga






20401843 05-20-2004
204
2423
204
9.00 cy 10:09
95585-1
FA I SONS BOBBY Wl
LSON
30654
3000
PSi



Product

Quantity
Product

Quant ity




Weights

9920
TYPE I
CEMENT 4240.00
lb 9922
FLY ASH
1000.00
Ib





9915
SAND
13080.00
ib 9901
#57 STONE
15740,00
Ib





9930
WATER
1644.00
ga 9941
WATER REDUCER
206.00
oz



20401844 05-20-2004
162
2425
204
9.00 cy 10:16
95727-1
HOUSEMAN CALVIN SHAW
30654
3000
PSI



Product

Quant ity
Product

Quantity




Weights

9920
TYPE I
CEMENT 4210.00
Ib 9922
FLY ASH
980.00
Ib





9915
SAND
13000.00
lb 9901
#57 STONE
15760.00
ib





9930
WATER
1500.00
ga 9941
WATER REDUCER
208.00
oz



20401845 05-20-2004
204
2418
204
9.00 cy 10:24
95585-1
FA ISONS JOYCE GODLEY
30654
3000
PSI



Product

Quant ity
Product

Quant ity




Weights

9920
TYPE I
CEMENT 4180.00
Ib 9922
FLY ASH
1040.00
Ib





9915
SAND
13060.00
Ib 9901
#57 STONE
15760.00
lb





9930
WATER
1644.00
ga 9941
WATER REDUCER
206.00
oz



20401846 05-20-2004
176
2435
204
5.00 cy 10:28
96253-1
JLCONCRE MARK GERMOND
30655
3000 PS I
AE


Product

Quant ity
Product

Quant ity




Weights

9920
TYPE
CEMENT 2240.00
Ib 9922
FLY ASH
550.00
Ib





9915
SAND
6660.00
ib 9901
#57 STONE
9000.00
Ib





3333
AIR ENTRAINING 27.00
oz 9941
WATER REDUCER
85.00
oz





9931
WATER
2 664.00
fla






20401847 05-20-2004
171
2454
204
9.00 cy 10:29
1002196-1
ALBERTO FERNANDO
DOHNERT
30654
3000
PSI



Product

Quant ity
Product

Quant ity




Weights

9920
TYPE I
CEMENT 4200.00
Ib 9922
FLY ASH
990.00
Ib





9915
SAND
13080.00
ib 9901
#57 STONE
15760.00
Ib





9930
WATER
1420.00
ga 9941
WATER REDUCER
207.00
oz



00
oo
-------
APPENDIX D
WIND SPEED AND DIRECTION DATA
-------
APPENDIX D1
RMCC TRUCK MIX
WIND SPEED AND DIRECTION DATA
-------
Climatological report for December 8,2003 at Raleigh, NC
Page 1 of3
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December S, 2003
Daily Summary:
High Temperature: 52.1°F 2:30:00 pm
Low Temperature: 22.4°F 7:30:00 am
High Humidity: 85% 8:30:00 am
Law Humidity: 31% 2:40:00 pm
Total Precipitation: 0.01"
Peak Wind Gust: 8mph i:40:oopm
Use metric units	Back to Current Conditions
Report
Station Location:
10 miles north of Raleigh
Durham Airport
Raleigh, NC
Elevation: 427 Feet
Lat: 35.87N Long: 078.78W
Back to Daily
Time 1
Temp.
Humidity
Dew Pt.
Barometric
Wind Speed
Peak Gust
Wind
Precip.
(°F)
(%)
(°F)
Pressure (in.)
(mph)
(mph)
Direction
On.)
00:00
26.5
77
20.3
30.15
0
0
W
0.00
00:10
26.3
77
20.1
30.15
0
0
W
0.00
00:20
26.4
77
20.2
30.15
0
0
W
0.00
00:30
26.2
77
20.0
30.16
0
1
W
0.00
00:40
26.0
76
19.5
30.15
0
2
W
0.00
00:50
26.0
77
19.8
30.15
0
0
W
0.00
01:00
26.0
76
19.5
30.16
0
2
W
0.00
01:10
26.0
76
19.5
30.15
0
0
W
0.00
01:20
26.0
76
19.5
30.15
1
2
W
0.00
01:30
25.9
76
19.4
30.15
0
2
W
0.00
01:40
25.7
76
19.2
30.15
0
0
W
0.00
01:50
25.6
76
19.1
30.15
0
0
W
0.00
02:00
25.4
76
18.9
30.15
0
0
W
0.00
02:10
25.4
78
19.5
30.15
0
0
W
0.00
02:20
25.6
79
20.0
30.16
0
0
w
0.00
02:30
25.5
78
19.6
30.16
0
0
w
0.00
02:40
25.2
77
19.0
30.16
0
0
w
0.00
02:50
24.9
78
19.0
30.16
0
0
w
0.00
03:00
24.8
78
19.0
30.16
0
0
W
0.00
03:10
24.6
79
19.0
30.16
0
0
w
0.00
03:20
24.7
79
19.1
30.16
0
0
w
0.00
03:30
24.6
79
19.1
30.17
0
0
w
0.00
03:40
24.6
80
19.3
30.17
0
0
w
0.00
03:50
24.5
80
19.2
30.17
0
0
w
0.00
04:00
24.3
80
19.0
30.17
0
0
w
0.00
04:10
24.1
80
18.8
30.17
0
0
w
0.00
04:20
24.0
80
18.7
30.17
0
0
w
0.00
04:30
23.6
80
18.4
30.17
0
0
w
0.00
04:40
23.5
80
18.2
30.17
0
0
w
0.00
392
-------
Climatological report for December 8,2003 at Raleigh, NC
Page 2 of3
04:50
23.3
80
18.1
30.18

0
0
w
0.00
05:00
23.3
81
18.3
30.18

0
0
w
0.00
05:10
23.5
82
18.8
30.18

0
0
w
0.00
05:20
23.7
83
19.3
30.19

0
0
w
0.00
05:30
23.6
83
19.2
30.20

0
0
w
0.00
05:40
23.6
83
19.2
30.20

0
0
w
0.00
05:50
23.6
83
19.2
30.20

0
0
w
0.00
06:00
23.5
82
18.8
30.20

0
0
w
0.00
06:10
23.3
82
18.6
30.20

0
0
w
0.00
06:20
23.2
82
18.6
30.21

0
0
w
0.00
06:30
23.1
82
18.4
30.21

0
0
w
0.00
06:40
23.1
82
18.4
30.21

0
0
w
0.00
06:50
23.0
82
18.3
30.21

0
0
w
0.00
07:00
22.7
82
18.0
30.22

0
0
w
0.00
07:10
22.6
82
17.9
30.22

0
0
w
0.00
07:20
22.5
82
17.8
30.23

0
0
w
0.00
07:30
22.4
82
17.7
30.23

0
0
w
0.00
07:40
22.6
83
18.2
30.24

0
0
w
0.00
07:50
22.6
82
18.0
30.24

0
0
w
0.00
08:00
23.0
83
18.6
30.25

0
0
w
0.00
08:10
23.5
84
19.3
30.25

0
0
w
0.00
08:20
23.9
84
19.8
30.25

0
0
w
0.00
08:30
24.8
85
20.9
30.25

0
0
w
0.00
08:40
25.9
85
22.0
30.24

0
0
w
0.00

26.9.—
™J5 _


HUMUS

0

-iLQfl.
1 JhW
31.3

^T73
30.25
20
34.0
79
28.2
30.26
:30
36.4
69
27.2
30.26
40
38.4
60
25.7
30.26
50
39.3
58
25.8
30.26
00
40.7
54
25.4
30.26
;10
41.7
54
26.3
30.26
20
42.2
52
25.9
30.25
;30
43.5
50
26.1
30.25
40
44.1
47
25.2
30.25
:50
45.1
44
24.5
30.25
00
45.5
45
25.4
30.25
10
45.9
43
24.7
30.24
20
46.4
41
24.0
30.24
30
46.7
43
25.4
30.24
40
47.4
40
24.3
30.23
50
47.7
39
24.0
30.22
00
47.9
38
23.5
30.22
10
48.3
38
23.9
30.21
20
49.0
38
24.5
30.21
30
49.0
36
23.2
30.20
40
49.1
37
24.0
30.20
50
50.3
38
25.7
30.19
:00
50.3
35
23.7
30.19
:10
50.5
37
25.2
30.19
:20
50.9
35
24.2
30.18
30
51.4
35
24.7
30.17
40
51.3
37
25.9
30.17
:50
51.4
35
24.7
30.16
00
51.6
33
23.4
30.16

14:30
14:40
52.1
51.3
23.2
21.7
30.15
30.15
393
0.00
0.00
0.00
-------
Climatological report for December 8,2003 at Raleigh, NC
«
Page 3 of 3
14:S0
50.6
33
22.6
30.15
1
5
s
0.00
15:00
50.1
33
22.1
30.15
1
7
s
0.00
15:10
50.4
33
22.4
30.16
0
3
SSE
0.00
15:20
50.4
33
22.4
30.16
2
6
s
0.00
15:30
50.0
33
22.1
30.16
0
6
sw
0.00
15:40
49.4
33
21.5
30.16
0
0
SSE
0.00
15:50
48.7
34
21.6
30.16
0
2
ssw
0.00
16:00
48.0
35
21.7
30.17
0
1
sw
0.00
16:10
47.5
36
21.9
30.17
1
3
SE
0.00
16:20
47.2
37
22.3
30.16
0
3
SSE
0.00
16:30
46.8
37
21.9
30.17
0
0
SSE
0.00
16:40
46.2
42
24.4
30.17
0
0
SSE
0.00
16:50
45.2
44
24.6
30.18
0
0
SSE
0.00
17:00
44.0
45
24.0
30.18
0
0
SSE
0.00
17:10
42.8
47
24.0
30.18
0
0
SSE
0.00
17:20
41.9
50
24.6
30.18
0
0
SSE
0.00
17:30
41.0
52
24.7
30.18
0
0
SSE
0.00
17:40
39.9
52
23.8
30.18
0
0
SSE
0.00
17:50
39.2
57
25.3
30.18
0
0
SSE
0.00
18:00
38.5
59
25.4
30.19
0
0
SSE
0.00
18:10
37.7
60
25.1
30.19
0
0
SSE
0.00
18:20
36.9
60
24.3
30.19
0
0
SSE
0.00
18:30
36.3
60
23.8
30.19
0
0
SSE
0.00
18:40
35.7
62
24.0
30.20
0
0
SSE
0.00
18:50
35.3
65
24.7
30.20
0
0
SSE
0.00
19:00
34.7
65
24.2
30.20
0
0
SSE
0.00
19:10
34.1
66
23.9
30.20
0
0
SSE
0.00
19:20
33.7
66
23.5
30.20
0
0
SSE
0.00
19:30
33.4
68
24.0
30.20
0
0
SSE
0.00
19:40
33.2
69
24.1
30.20
0
0
SSE
0.00
19:50
32.9
68
23.5
30.20
0
0
SSE
0.00
20:00
32.6
69
23.6
30.20
0
0
SSE
0.00
20:10
32.0
70
23.3
30.20
0
0
SSE
0.00
20:20
32.1
70
23.4
30.19
0
0
SSE
0.00
20:30
31.8
71
23.5
30.19
0
0
SSE
0.00
20:40
31.7
72
23.7
30.19
0
0
SSE
0.00
20:50
31.5
73
23.9
30.19
0
1
SSE
0.00
21:00
31.5
74
24.2
30.19
0
1
SSE
0.00
21:10
31.4
74
24.1
30.19
0
0
SSE
0.00
21:20
31.3
74
24.0
30.20
0
0
SSE
0.00
21:30
31.5
76
24.8
30.20
0
0
SSE
0.00
21:40
31.5
74
24.2
30.20
0
0
SSE
0.00
21:50
31.2
73
23.6
30.21
0
0
SSE
0.00
22:00
30.9
74
23.6
30.21
0
0
SSE
0.00
22:10
30.5
75
23.5
30.22
0
0
SSE
0.00
22:20
30.1
75
23.1
30.21
0
0
SSE
0.00
22:30
29.9
76
23.3
30.22
0
0
SSE
0.00
22:40
29.7
77
23.4
30.21
0
0
SSE
0.00
22:50
29.4
76
22.7
30.21
0
0
SSE
0.00
23:00
29.1
76
22.5
30.21
0
0
SSI
0.00
23:10
28.9
76
22.3
30.21
0
0
SSE
0.00
23:20
28.8
77
22.5
30.20
0
0
SSE
0.00
23:30
28.7
78
22.7
30.20
0
0
SSE
0.00
23:40
28.6
78
22.6
30.20
0
0
SSE
0.00
23:50
28.4
78
22.4
30.20
0
0
SSE
0.00
Use. metric, units
Anything Weather Communications, Inc.
2350 N Rocky View Rd | Castle Rock, CO 80104 | Phone; 1- 508-557-1155 | Copyright 2001,2002
394
-------
Climatological report for December 9,2003 at Raleigh, NC
Page 1 of3
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AnythingWeather Daily Report
December 9, 2003
Daily Summary;
High Temperature: 60.4°F 2:oo:oo pm
Low Temperature; 24.7°F 7:20:ooam
High Humidity: 88% 9:io:ooam
Low Humidity: 38% 2:20:00 pm
Total Precipitation: 0.00"
Peak Wind Gust: 10 mph i2:4Q;oo pm
Use metric units	Back to Current Conditions
Report
Station Location;
10 miles north of Raleigh
Durham Airport
Raleigh, NC
Elevation: 427 Feet
Lat: 35.87N Long: 078.78W
Back to Daily
Time
Temp.
Humidity
Dew Pt.
Barometric
Wind Speed
Peak Gust
Wind
j Precip,
<°F)
(%)
(°F)
Pressure (in.)
(mph)
(mph)
Direction
(«"¦)
00:00
28.4
78
22.4
30.20
0
0
SSE
0.00
00:10
28.3
79
22.6
30.20
0
0
SSE
0.00
00:20
28.2
79
22.5
30.20
0
0
SSE
0.00
00:30
28.1
79
22.4
30.20
0
0
SSE
0.00
00:40
27.9
79
22.3
30.21
0
0
SSE
0.00
00:50
27.8
79
22.1
30.21
0
0
SSE
0.00
01:00
27.6
79
21.9
30.21
0
0
SSE
0.00
01:10
27.5
79
21.8
30.21
0
0
SSE
0.00
01:20
27.4
80
22.1
30.21
0
0
SSE
0.00
01:30
27.2
80
21.9
30.21
0
0
SSE
0.00
01:40
27.0
80
21.7
30.21
0
0
SSE
0.00
01:50
26.9
80
21.6
30.21
0
0
SSE
0.00
02:00
26.8
80
21.5
30.21
0
0
SSE
0.00
02:10
26.7
81
21.7
30.21
0
0
SSE
0.00
02:20
26.7
81
21.7
30.21
0
0
SSE
0.00
02:30
26.8
82
22.1
30.22
0
0
SSE
0.00
02:40
26.7
82
22.0
30.22
0
0
SSE
0.00
02:50
26.5
81
21.5
30.22
0
0
SSE
0.00
03:00
26.4
81
21.3
30.22
0
0
SSE
0.00
03:10
26.4
82
21.7
30.22
0
0
SSE
0.00
03:20
26.5
82
21.8
30.22
0
0
SSE
0.00
03:30
26.5
83
22.1
30.22
0
0
SSE
0.00
03:40
26.5
82
21.8
30.22
0
0
SSE
0.00
03:50
26.3
82
21.6
30.22
0
0
SSE
0.00
04:00
26.3
83
21.8
30.22
0
0
SSE
0.00
04:10
26.1
82
21.4
30.22
0
0
SSE
0.00
04:20
26.1
82
21.4
30.22
0
0
SSE
0.00
04:30
25.8
82
21.1
30.22
0
0
SSE
0.00
395
-------
Climatological report for December 9,2003 at Raleigh, NC
Page 2 of3
04:40
25.9
83
21.5
30.23
0
0
SSE
0.00
04:50
25.8
82
21.1
30.23
0
0
SSI
0.00
05:00
25.7
82
21.0
30.23
0
0
SSE
0.00
05:10
25.5
82
20.8
30.23
0
0
SSE
0.00
05:20
25.3
82
20.6
30.23
0
0
SSE
0.00
05:30
25.3
83
20.9
30.23
0
0
SSE
0.00
05:40
25.4
83
21.0
30.23
0
0
SSE
0.00
05:50
25.4
83
21.0
30.23
0
0
SSE
0.00
06:00
25.4
83
21.0
30.23
0
0
SSE
0.00
06:10
25.4
84
21.2
30.23
0
0
SSE
0.00
06:20
25.1
83
20.7
30.23
0
0
SSE
0.00
06:30
25.2
83
20.8
30.24
0
0
SSE
0.00
06:50
24.9
83
20.5
30.24
0
0
SSE
0.00
07:00
24.8
83
20.4
30.24
0
0
SSE
0.00
07:10
24.8
83
20.4
30.24
0
0
SSE
0.00
07:20
24.7
83
20.3
30.25
0
0
SSE
0.00
07:40
25.0





SSE
0.00
:30
27.5
86
40
28.7
86
10
33.2
88
:30
38.4
78

39.1

22.9
23.9
25.0
30.0
32.2
30.25
30.26
30.26
30.26
30.27
10:40
49.0
62
36.6
30.26
1
6
SSE
0.00
10:50
50.1
60
36.8
30.26
2
5
SE
0.00
11:00
49.5
59
35.8
30.25
0
6
S
0.00
11:20
53.0
55
37.3
30.24
2
6
ENE
0.00
11:30
53.9
53
37.2
30.23
2
7
SSW
0.00
11:40
55.1
54
38.8
30.23
2
7
SE
0.00
12:40
58.3
44
36.5
30.21
7
10
SSE
0.00
12:50
59.0
43
36.6
30.20
5
10
S
0.00
13:00
59.1
42
36.1
30.19
5
8
s
0.00
13:10
59.2
42
36.1
30.18
5
8
s
0.00
13:20
59.6
42
36.5
30.18
3
7
SSW
0.00
13:30
59.9
42
36.8
30.18
2
7
ESE
0.00
13:40
60.2
40
35.8
30.18
2
8
SSW
0.00
13:50
60.3
40
35.9
30.18
2
7
SSW
0.00
14:00
60.4
39
35.3
30.17
3
8
s
0.00
14:10
60.2
40
35.8
30.18
1
7
SE
0.00
14:20
60.3
38
34.6
30.17
1
5
SE
0.00
14:30
59.7
40
35.4
30.17
1
7
ENE
0.00
14:40
59.1
40
34.9
30.16
5
6
SSE
0.00
14:50
58.4
41
34.8
30.16
1
6
E
0.00
15:00
58.1
42
35.2
30.16
3
6
SSE
0.00
15:10
58.0
42
35.1
30.16
5
7
ESE
0.00
15:20
57.6
41
34.1
30.16
0
6
E
0.00
15:30
56.8
43
34.5
30.16
1
5
ESE
0.00
15:40
56.2
43
34.0
30.17
3
5
E
0.00
15:50
55.7
43
33.6
30.17
5
7
SE
0.00
16:00
55.2
45
34.3
30.17
2
8
ESE
0.00
16:10
54.6
46
34.3
30.17
1
5
ESE
0.00
16:20
54.2
46
33.9
30.17
1
3
E
0.00
16:30
53.8
47
34.1
30.18
1
3
SE
0.00
16:40
53.3
48
34.1
30.17
0
3
SE
0.00
16:50
52.4
50
34.3
30.17
0
2
SE
0.00
17:00
51.3
51
33.8
30.18
0
0
SE
0.00
17:10
50.3
52
33.4
30.17
0
0
SE
0.00
396
-------
Climatological report for December 9,2003 at Raleigh, NC
Page 3 of3
17:20
49.5
54
33.5
30.18
0
0
Si
0.00
17:30
48.6
55
33.2
30.18
0
0
SE
0.00
17:40
47.9
56
33.0
30.18
0
0
Si
0.00
17:50
47.2
58
33.2
30.18
0
0
SE
0.00
18:00
46.5
59
32.9
30.18
0
0
Si
0.00
18:10
45.8
61
33.2
30.18
0
0
SE
0.00
18:20
45.4
62
33.1
30.17
0
0
SE
0.00
18:30
44.8
63
33.0
30.17
0
0
SE
0.00
18:40
44 5
65
33.5
30.18
0
0
Si
0.00
18:50
44.0
65
33.0
30.17
0
1
SE
0.00
19:00
43.5
66
32.9
30.18
1
2
SE
0.00
19:10
43.3
68
33.4
30.16
0
2
SE
0.00
19:20
42.9
68
33.1
30.16
0
0
SE
0.00
19:30
42.6
68
32.8
30.16
0
0
SE
0.00
19:40
42.3
69
32.9
30.16
0
0
SE
0.00
19:50
42.1
70
33.0
30.17
0
0
SE
0.00
20:00
41.7
71
33.0
30.16
0
0
SE
0.00
20:10
41.3
72
33.0
30.19
0
0
SE
0.00
20:20
40.9
72
32.6
30.16
0
0
SE
0.00
20:30
40.5
72
32.2
30.16
0
0
SE
0.00
20:40
40.3
74
32.7
30.15
0
0
SE
0.00
20:50
40.0
74
32.4
30.16
0
0
SE
0.00
21:00
39.7
75
32.4
30.16
0
0
SE
0.00
21:10
39.5
75
32.2
30.17
0
0
SE
0.00
21:20
39.0
75
31.8
30.17
0
0
SE
0.00
21:30
38.9
76
32.0
30.18
0
0
SE
0.00
21:40
38.4
77
31.9
30.16
0
0
SE
0.00
21:50
38.2
77
31.7
30.15
0
0
SE
0.00
22:00
38.0
78
31.8
30.15
0
0
SE
0.00
22:10
37.7
78
31.5
30.16
0
0
SE
0.00
22:20
37.5
78
31.3
30.16
0
0
SE
0.00
22:30
37.4
79
31.5
30.15
0
2
ENE
0.00
22:40
37.5
79
31.6
30.15
0
1
ENE
0.00
22:50
37.3
79
31.4
30.15
0
0
ENE
0.00
23:00
37.1
80
31.5
30.15
0
0
ENE
0.00
23:10
36.8
79
30.9
30.15
0
0
ENE
0.00
23:20
36.6
80
31.0
30.15
0
0
ENE
0.00
23:30
36.4
80
30.8
30.14
0
0
ENE
0.00
23:40
36.4
81
31.2
30.14
0
1
ENE
0.00
23:50
36.5
81
31.2
30.15
0
0
ENE
0.00
Use metric units
AnythingWeather Communications, Inc.
2350 N Rocky View Rd | Castie Rock, CO 80104 | Phone: 1- 508-557-1155 | Copyright 2001,2002
397
-------


Wind

Arc
Date
Time
Speed
Hi
Dir
12/8/2003
9:01a
0.0
0.0
—
12/8/2003
9:02a
0.0
0.0
—
12/8/2003
9:03a
0.0
0.0
—
12/8/2003
9:04a
0.0
0.0
—
12/8/2003
9:05a
0.0
0.0
—
12/8/2003
9:06a
0.0
0.0
—
12/8/2003
9:07a
0.0
0.0
—
12/8/2003
9:08a
0.0
0.0
—
12/8/2003
9:09a
0.0
0.0
—
12/8/2003
9:10a
0.0
0.0
—
12/8/2003
9:11a
0.0
0.0
—
12/8/2003
9:12a
0.0
0.0
—
12/8/2003
9:13a
0.0
0.0
—
12/8/2003
9:14a
0.0
0.0
—
12/8/2003
9:15a
0.0
0.0
—
12/8/2003
9:16a
0.0
0.0
—
12/8/2003
9:17a
0.0
0.0
—
12/8/2003
9:18a
0.0
0.0
—
12/8/2003
9:19a
0.0
0.0
—
12/8/2003
9:20a
0.0
0.0
—
12/8/2003
9:21a
0.0
0.0
—
12/8/2003
9:22a
0.0
0.0
—
12/8/2003
9:23a
0.0
0.0
—
12/8/2003
9:24a
0.0
0.0
—
12/8/2003
9:25a
0.0
0.0
—
12/8/2003
9:26a
0.0
0.0
—
12/8/2003
9:27a
0.0
0.0
—
12/8/2003
9:28a
0.0
0.0
—
12/8/2003
9:29a
0.0
0.0
—
12/8/2003
9:30a
0.0
1.0
NNW
12/8/2003
9:31a
0.0
1.0
NNW
12/8/2003
9:32a
0.0
1.0
NNW
12/8/2003
9:33a
0.0
1.0
NNW
12/8/2003
9:34a
1.0
1.0
NNW
12/8/2003
9:35a
0.0
1.0
NNW
12/8/2003
9:36a
1.0
2.0
NNW
12/8/2003
9:37a
0.0
0.0
—
12/8/2003
9:38a
0.0
0.0
—
12/8/2003
9:39a
0.0
0.0
—
12/8/2003
9:40a
0.0
0.0
—
12/8/2003
9:41a
0.0
0.0
—
12/8/2003
9:42a
0.0
0.0
—
12/8/2003
9:43a
0.0
0.0
—
12/8/2003
9:44a
0.0
0.0
—
12/8/2003
9:45a
0.0
0.0
—
12/8/2003
9:46a
0.0
0.0
—
12/8/2003
9:47a
0.0
0.0
—
12/8/2003
9:48a
0.0
0.0
—
12/8/2003
9:49a
0.0
0.0
—
12/8/2003
9:50a
0.0
0.0
—
RMCC Truck Mix Wind Data
398
-------
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-------


Wind

Arc
Date
Time
Speed
Hi
Dir
12/8/2003
10:41a
1.0
2.0
S
12/8/2003
10:42a
0.0
1.0
S
12/8/2003
10:43a
0.0
2.0
WSW
12/8/2003
10:44a
0.0
1.0
WSW
12/8/2003
10:45a
1.0
2.0
SSW
12/8/2003
10:46a
1.0
4.0
SSE
12/8/2003
10:47a
1.0
3.0
SSE
12/8/2003
10:48a
0.0
1.0
SSE
12/8/2003
10:49a
0.0
0.0
—
12/8/2003
10:50a
0.0
0.0
—
12/8/2003
10:51a
2.0
4.0
SSE
12/8/2003
10:52a
1.0
2.0
SSE
12/8/2003
10:53a
0.0
1.0
s
12/8/2003
10:54a
0.0
1.0
s
12/8/2003
10:55a
1.0
2.0
NNW
12/8/2003
10:56a
0.0
1.0
WNW
12/8/2003
10:57a
0.0
1.0
WNW
12/8/2003
10:58a
0.0
1.0
WNW
12/8/2003
10:59a
0.0
2.0
W
12/8/2003
11:00a
0.0
1.0
W
12/8/2003
11:01a
0.0
1.0
W
12/8/2003
11:02a
2.0
3.0
WSW
12/8/2003
11:03a
2.0
4.0
SW
12/8/2003
11:04a
1.0
3.0
WSW
12/8/2003
11:05a
0.0
1.0
WSW
12/8/2003
11:06a
2.0
4.0
SSE
12/8/2003
11:07a
0.0
1.0
SSE
12/8/2003
11:08a
0.0
0.0
—
12/8/2003
11:09a
0.0
0.0
—
12/8/2003
11:10a
0.0
0.0
—
12/8/2003
11:11a
1.0
2.0
ESE
12/8/2003
11:12a
1.0
2.0
ESE
Averages

0.2
0.7

Stop Run # 1
Truck
12/8/2003
12:14p
1.0
2.0
SSW
12/8/2003
12;15p
0.0
1.0
—
12/8/2003
12:16p
0.0
2.0
SW
12/8/2003
12:17p
0.0
1.0
w
12/8/2003
12:18p
0.0
0.0
—
12/8/2003
12:19p
1.0
3.0
w
12/8/2003
12:20p
2.0
4.0
SW
12/8/2003
12:21p
2.0
4.0
WSW
12/8/2003
12:22p
1.0
3.0
WSW
12/8/2003
12:23p
1.0
4.0
WSW
12/8/2003
12:24p
2.0
4.0
WSW
12/8/2003
12:25p
1.0
2.0
w
12/8/2003
12:26p
1.0
3.0
NW
Start Run # 2
Truck
RMCC Truck Mix Wind Data
-------


Wind
¦¦p
Arc
Date
Time
Speed
Hi
Dir
12/8/2003
12:27p
0,0
1.0
NW
12/8/2003
12:28p
0.0
0.0
—
12/8/2003
12:29p
0.0
0.0
—
12/8/2003
12:30p
1.0
3.0
W
12/8/2003
12:31p
1.0
2.0
WSW
12/8/2003
12:32p
2.0
4.0
SSE
12/8/2003
12:33p
0.0
2.0
SSE
12/8/2003
12:34p
0.0
1.0
S
12/8/2003
12:35p
0.0
0.0
—
12/8/2003
12:36p
0.0
0.0
—
12/8/2003
12:37p
0.0
1.0
s
12/8/2003
12:3Sp
0.0
1.0
ssw
12/8/2003
12:39p
0.0
1.0
sw
12/8/2003
12:40p
0.0
0.0
—
12/8/2003
12:41p
0.0
1.0
sw
12/8/2003
12:42p
1.0
2.0
ssw
12/8/2003
12:43p
1.0
3.0
ssw
12/8/2003
12:44p
1.0
3.0
SSE
12/8/2003
12:45p
1.0
3.0
wsw
12/8/2003
12:46p
1.0
2.0
WSW
12/8/2003
12:47p
2.0
4.0
NW
12/8/2003
12:48p
3.0
5.0
N
12/8/2003
12:49p
1.0
2.0
N
12/8/2003
12:50p
1.0
3.0
wsw
12/8/2003
12:51p
2.0
4.0
WSW
12/8/2003
12:52p
2.0
3.0
ESE
12/8/2003
12:53p
1.0
3.0
SSE
12/8/2003
12:54p
0.0
1.0
S
12/8/2003
12:55p
1.0
2.0
SSW
12/8/2003
12:56p
1.0
2.0
NW
12/8/2003
12:57p
0.0
1.0
—
12/8/2003
12:58p
1.0
2.0
w
12/8/2003
12:59p
0.0
1.0
w
12/8/2003
1:00p
1.0
2.0
SSW
12/8/2003
1:01 p
1.0
2.0
ssw
12/8/2003
1:02p
1.0
2.0
SSE
12/8/2003
1:03p
2.0
3.0
ESE
12/8/2003
1:04p
0.0
3.0
ESE
12/8/2003
1:05p
0.0
0.0
—
12/8/2003
1:06p
0.0
0.0
—
12/8/2003
1:07p
0.0
0.0
—
12/8/2003
1:08p
1.0
2.0
NW
12/8/2003
1:09p
0.0
1.0
NW
12/8/2003
1:10p
1.0
2.0
W
12/8/2003
1:11p
0.0
1.0
W
12/8/2003
1:12p
0.0
0.0
—
12/8/2003
1:13p
0.0
1.0
SSE
12/8/2003
1:14p
1.0
2.0
SSW
12/8/2003
1:15p
0.0
1.0
SSW
12/8/2003
1:16p
0.0
0.0
...
RMCC Truck Mix Wind Data
401
-------


Wind

Arc
Date
Time
Speed
Hi
Dir
12/8/2003
1:17p
0.0
1.0
S
12/8/2003
1:18p
1.0
3.0
NNW
12/8/2003
1:19p
2.0
4.0
NNW
12/8/2003
1:20p
3.0
4.0
N
12/8/2003
1:21 p
3.0
4.0
NW
12/8/2003
1:22p
2.0
3.0
NW
12/8/2003
1:23p
0.0
1.0
NW
12/8/2003
1:24p
0.0
1.0
NW
12/8/2003
1:25p
1.0
2.0
WSW
12/8/2003
1:26p
0.0
1.0
WSW
12/8/2003
1:27p
1.0
2.0
S
12/8/2003
1:28p
0.0
2.0
s
12/8/2003
1:29p
1.0
2.0
sw
12/8/2003
1:30p
0.0
2.0
sw
12/8/2003
1:31p
0.0
1.0
sw
12/8/2003
1:32p
0.0
1.0
sw
12/8/2003
1:33p
0.0
1.0
—
12/8/2003
1:34p
0.0
0.0
—
12/8/2003
1:35p
0.0
1.0
w
12/8/2003
1:36p
1.0
2.0
w
12/8/2003
1:37p
0.0
0.0
—
12/8/2003
1:38p
0.0
1.0
WSW
12/8/2003
1:39p
0.0
0.0
—
12/8/2003
1:40p
0.0
0.0
—
12/8/2003
1:41 p
0.0
0.0
—
12/8/2003
1:42p
0.0
0.0
—
12/8/2003
1:43p
0.0
0.0
—
12/8/2003
1:44p
0.0
0.0
—
12/8/2003
1:45p
0.0
0.0
—
12/8/2003
1:46p
0.0
1.0
—
12/8/2003
1:47p
3.0
4.0
SSE
12/8/2003
1:48p
2.0
3.0
SSE
12/8/2003
1:49p
0.0
1.0
SSE
12/8/2003
1:50p
0.0
1.0
SSW
12/8/2003
1:51p
0.0
1.0
ssw
12/8/2003
1:52p
1.0
2.0
s
12/8/2003
1:53p
1.0
3.0
SSE
12/8/2003
1:54p
0.0
1.0
S
12/8/2003
1:55p
1.0
2.0
NNW
12/8/2003
1:56p
1.0
2.0
SW
12/8/2003
1:57p
1.0
2.0
SSE
12/8/2003
1:58p
0.0
2.0
SSE
12/8/2003
1:59p
1.0
2.0
SSE
12/8/2003
2:00p
0.0
3.0
SSE
12/8/2003
2:01 p
1.0
3.0
SSE
12/8/2003
2:02p
0.0
0.0
—
12/8/2003
2:03p
0.0
1.0
SSE
12/8/2003
2:04p
0.0
1.0
S
12/8/2003
2:05p
0.0
0.0
—
12/8/2003
2:06p
2.0
2.0
SSE
RMCC
Truck Mix Wind Data
402
-------


Wind

Arc
Date
Time
Speed
Hi
Dir
12/8/2003
2:07p
1.0
2.0
SSE
12/8/2003
2:08p
0.0
1.0
s
12/8/2003
2:09p
0.0
1.0
—
12/8/2003
2:1 Op
0.0
1.0
s
12/8/2003
2:11p
1.0
2.0
sw
12/8/2003
2:12p
2.0
4.0
wsw
12/8/2003
2:13p
2.0
3.0
NW
12/8/2003
2:14p
1.0
3.0
SSE
Average

0.7
1.7

12/9/2003
7:53a
0.0
0.0

12/9/2003
7:54a
0.0
0.0
—
12/9/2003
7:55a
0.0
0.0
—
12/9/2003
7:56a
0.0
0.0
—
12/9/2003
7:57a
0.0
0.0
—
12/9/2003
7:58a
0.0
0.0
—
12/9/2003
7:59a
0.0
0.0
—
12/9/2003
8:00a
0.0
0.0
—
12/9/2003
8:01a
0.0
0.0
—
12/9/2003
8:02a
0.0
0.0
—
12/9/2003
8:03a
0.0
0.0
—
12/9/2003
8:04a
0.0
0.0
—
12/9/2003
8:05a
0.0
0.0
—
12/9/2003
8:06a
0.0
0.0
—
12/9/2003
8:07a
0.0
0.0
—
12/9/2003
8:08a
0.0
0.0
—
12/9/2003
8:09a
0.0
0.0
—
12/9/2003
8:10a
0.0
0.0
—
12/9/2003
8:11a
0.0
0.0
—
12/9/2003
8:12a
0.0
0.0
—
12/9/2003
8:13a
0.0
0.0
—
12/9/2003
8:14a
0.0
0.0
—
12/9/2003
8:15a
0.0
0.0
—
12/9/2003
8:16a
0.0
0.0
—
12/9/2003
8:17a
0.0
0.0
—
12/9/2003
8:18a
0.0
0.0
—
12/9/2003
8:19a
0.0
0.0
_
12/9/2003
8:20a
0.0
0.0
—
12/9/2003
8:21a
0.0
0.0
—
12/9/2003
8:22a
0.0
0.0
—
12/9/2003
8:23a
0.0
0.0
—
12/9/2003
8:24a
0.0
0.0
—
12/9/2003
8:25a
0.0
0.0
—
12/9/2003
8:26a
0.0
0.0
—
12/9/2003
8:27a
0.0
0.0
—
12/9/2003
8:28a
0.0
0.0
—
12/9/2003
8:29a
0.0
0.0
—
Stop Run # 2
Truck
Start Run #3
RMCC Truck Mix Wind Data
403
-------


Wind

Arc
Date
Time
Speed
Hi
Dir
12/9/2003
8:30a
0.0
0.0
—
12/9/2003
8:31a
0.0
0.0
—
12/9/2003
8:32a
0.0
0.0
—
12/9/2003
8:33a
0.0
0.0
_
12/9/2003
8:34a
0.0
0.0
—
12/9/2003
8:35a
0.0
0.0
—
12/9/2003
8:36a
0.0
0.0
—
12/9/2003
8:37a
0.0
0.0
—
12/9/2003
8:38a
0.0
0.0
—
12/9/2003
8:39a
0.0
0.0
—
12/9/2003
8:40a
0.0
0.0
—
12/9/2003
8:41a
0.0
0.0
—
12/9/2003
8:42a
0.0
0.0
—
12/9/2003
8:43a
0.0
0.0
—
12/9/2003
8:44a
0.0
0.0
—
12/9/2003
8:45a
0.0
0.0

12/9/2003
8:46a
0.0
0.0
—
12/9/2003
8:47a
0.0
0.0
—
12/9/2003
8:48a
0,0
0.0
—
12/9/2003
8:49a
0.0
0.0
—
12/9/2003
8:50a
0.0
0.0

12/9/2003
8:51a
0.0
0.0
—
12/9/2003
8:52a
0.0
0.0
—
12/9/2003
8:53a
0.0
0.0
_
12/9/2003
8:54a
0.0
0.0
—
12/9/2003
8:55a
0.0
0.0
—
12/9/2003
8:56a
0.0
0.0
—
12/9/2003
8:57a
0.0
0.0
—
12/9/2003
8:58a
0.0
0.0
—
12/9/2003
8:59a
0.0
0.0

12/9/2003
9:00a
0.0
0.0
—-
12/9/2003
9:01a
0.0
0.0
—
12/9/2003
9:02a
0.0
0.0
—
12/9/2003
9:03a
0.0
0.0
—
12/9/2003
9:04a
0.0
0.0
—
12/9/2003
9:05a
0.0
0.0
—
12/9/2003
9:06a
1.0
2.0
w
12/9/2003
9:07a
0.0
2.0
wsw
12/9/2003
9:08a
0.0
0.0
—
12/9/2003
9:09a
0.0
0.0
—
12/9/2003
9:10a
0.0
0.0
—
12/9/2003
9:11a
0.0
0.0
—
12/9/2003
9:12a
0.0
0.0
—
12/9/2003
9:13a
0.0
0.0

12/9/2003
9:14a
0.0
0.0
—
12/9/2003
9:15a
0.0
1.0
sw
12/9/2003
9:16a
0.0
1.0
sw
12/9/2003
9:17a
0.0
0.0
—
12/9/2003
9:18a
0.0
0.0
—
12/9/2003
9:19a
0.0
0.0

RMCC Truck Mix Wind Data
-------


Wind

Arc
Date
Time
Speed
HI
Dir
12/9/2003
9:20a
0.0
1.0
sw
12/9/2003
9:21 a
0.0
0.0
—
12/9/2003
9:22a
0.0
0.0
—
12/9/2003
9:23a
0.0
0.0
—
12/9/2003
9:24a
0.0
0.0
—
12/9/2003
9:25a
0.0
0.0
—
12/9/2003
9:26a
0.0
0.0
—
12/9/2003
9:27a
0.0
0.0
—
12/9/2003
9:28a
0.0
0.0
—
12/9/2003
9:29a
0.0
0.0
—
12/9/2003
9:30a
0.0
1.0
sw
12/9/2003
9:31a
0.0
2.0
ssw
12/9/2003
9:32a
0.0
0.0
—
12/9/2003
9:33a
0.0
0.0
—
12/9/2003
9:34a
0.0
0.0
—
12/9/2003
9:35a
0.0
1.0
—
12/9/2003
9:36a
0.0
1.0
ssw
12/9/2003
9:37a
0.0
0.0
—
12/9/2003
9:38a
0.0
0.0
—
12/9/2003
9:39a
0.0
0.0
—
12/9/2003
9:40a
0.0
0.0
—
12/9/2003
9:41a
0.0
0.0
—
12/9/2003
9:42a
0.0
0.0
—
12/9/2003
9:43a
0.0
0.0
—
12/9/2003
9:44a
0.0
0.0
—
12/9/2003
9:45a
0.0
0.0
—
12/9/2003
9:46a
0.0
0.0
—
12/9/2003
9:47a
0.0
0.0
—
12/9/2003
9:48a
0.0
0.0
—
12/9/2003
9:49a
0.0
1.0
s
12/9/2003
9:50a
0.0
1.0
s
12/9/2003
9:51a
0.0
0.0
—
12/9/2003
9:52a
0.0
0.0
—
12/9/2003
9:53a
0.0
0.0
—
12/9/2003
9:54a
0.0
2.0
s
12/9/2003
9:55a
0.0
1.0
SSE
12/9/2003
9:56a
0.0
0.0
—
12/9/2003
9:57a
0.0
0.0
—
12/9/2003
9:58a
0.0
0.0
—
12/9/2003
9:59a
0.0
0.0
—
12/9/2003
10:00a
0.0
0.0
—
12/9/2003
10:01a
0.0
1.0
S
12/9/2003
10:02a
0.0
0.0
—
12/9/2003
10:03a
0.0
0.0
—
Averages

0.0
0.1

RMCC Truck Mix Wind Data
405
-------
RMCCWAKE
N~i
NW-
w-
SW-
c
o
"5
Ft S-
T3
C
SE-
E-
NE-
N-
9:00
ll
i i i'"I
r
11:00 am
JL
t

Jl

L ..
u

VI
i i i i
5:001
am
1:00 pm
Mori Dec 8, 2003
3:00 pm
~
Inside Temp
~
Outside Temp
~
Hi Temp Out
~
Low Temp Out
¦ Wind Speed
~
Hi Wind Speed
¦
Wind Dir
~
Wind Chill
~
Rain
-------
RMCCWAKE
N-
NW-
W-
SW-
c
.2
"3
o S"
O C
«vl §
SE-
NE-
1
J J J]
\" I
I
N-
7:00 am
8:00 am
9:00 am
Tue Dec 9, 2003
I 1 [	'"t
10:00 am
11:00
JZ
Q.
•a
©
m
Q.
CO
c
0
am
~
Inside Temp
~
Outside Temp
~
Hi Temp Out
~
Low Temp Out
¦ Wind Speed
~
Hi Wind Speed
¦
Wind Dir
~
Wind Chill
~
Rain
-------
APPENDIX D2
RMCC CENTRAL MIX
WIND SPEED AND DIRECTION DATA
-------
Climatological report for December 10,2003 at Raleigh, NC
Page 1 of2
ther.c
Raleigh, NC
Weather Website
Sponsored By:
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-------
Climatological report for December 10,2003 at Raleigh, NC	Page 2 of 2
05:00
40.1
70
31.1
30.06
1
3
ENE
0.00
05:10
40.1
69
30.8
30.06
1
3
ENE
0.00
05:30
40.3
69
31.0
30.05
0
3
ENE
0.00
05:40
40.4
70
31.4
30.04
0
2
ENE
0.00
06:10
41.1
68
31.4
30.05
0
3
NE
0.00
06:30
41.4
70
32.4
30.04
0
2
ENE
0.00
06:40
41.5
70
32.5
30.03
0
2
ENE
0.00
07:00
41.8
70
32.7
30.04
1
3
ENE
0.00
07:10
41.9
71
33.2
30.04
0
5
ENE
0.00
07:20
41.9
72
33.6
30.04
0
2
ENE
0.00
07:30
41.9


4A Ai«







58.1
29.51
3


ll.llu
19:50
60.8
90
57.8
29.50
2
9
ESE
0.00
20:00
60.8
91
58.2
29.50
3
7
ESE
0.02
20:10
60.9
91
58.2
29.50
3
9
ESE
0.01
20:20
60.9
91
58.3
29.49
5
9
ESE
0.01
20:50
61.4
91
58.7
29.48
3
9
SSE
0.08
21:00
61.4
90
58.4
29.47
6
12
SSW
0.02
21:10
60.6
88
57.0
29.48
6
16
s
0.01
21:30
58.8
87
55.0
29.48
3
17
SSW
0.02
21:40
57.7
84
52.9
29.48
7
15
s
0.00
22:00
55.6
81
49.9
29.48
7
12
s
0.00
22:30
54.1
81
48.4
29.47
1
9
ssw
0.00
22:50
53.3
79
47.0
29.47
3
12
SSW
0.00
23:10
52.5
79
46.2
29.46
2
13
SSW
0.00
23:40
51.7
82
46.4
29.46
3
12
SSW
0.00
Use metric units
AnythingWeather Communications, Inc.
2350 N Rocky View Rd | Castle Rock, CO 80104 | Phone: 1- 508-557-1155 | Copyright 2001,2002
410
-------
Climatological report for December 11,2003 at Raleigh, NC
Page 1 of3
Anyth
Raleigh, NC
Weather Website
Sponsored By:
	-ft	
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previous
day
AnythingWeather Daily Report
December 11, 2003
Daily Summary:
High Temperature: 56.7°F 2:io:oopm
Low Temperature: 35.4°F ii:so:oo pm
High Humidity: 82% i:40:ooam
Low Humidity: 42% i:40:oo pm
Total Precipitation: 0.00"
Peak Wind Gust: 25 mph ii:so:ooam
Use metric units	Back to Current Conditions
Report
Station Location:
10 miles north of Raleigh
Durham Airport
Raleigh, NC
Elevation: 427 Feet
Lat: 35.87N Long: 078.78W
Back to Daily
Time
Temp.
Humidity
Dew Pt.
Barometric
Wind Speed
Peak Gust
Wind
Precip.
(°F)
(%)
(oF)
Pressure (in.)
(mph)
(mph)
Direction
(in.)
00:00
51.4
81
45.8
29.46
6
12
SW
0.00
00:10
51.2
81
45.6
29.45
6
12
SSW
0.00
00:20
51.2
80
45.2
29.45
6
13
CCE
5)5)G
0.00
00:30
51.1
79
44.8
29.45
3
15
SSW
0.00
00:50
50.4
80
44.5
29.44
5
15
SSW
0.00
01:10
50.3
81
44.7
29.46
8
13
s
0.00
01:40
50.2
82
44.9
29.46
3
12
SSW
0.00
01:50
50.2
82
44.9
29.47
3
12
SSW
0.00
02:00
50.1
82
44.8
29.46
6
10
SSW
0.00
02:10
50.0
82
44.7
29.47
5
12
SSW
0.00
02:30
49.9
82
44.6
29.48
3
13
SW
0.00
02:50
49.8
82
44.5
29.49
7
10
SSW
0.00
03:10
49.8
81
44.2
29.50
7
13
SSW
0.00
03:50
49.2
70
39.9
29.52
8
15
w
0.00
04:00
48.9
70
39.6
29.52
7
15
wsw
0.00
04:10
48.8
68
38.7
29.52
5
12
wsw
0.00
04:30
48.4
69
38.7
29.53
9
17
wsw
0.00
04:40
48.3
67
37.9
29.53
6
17
wsw
0.00
04:50
48.0
66
37.2
29.54
5
20
SW
0.00
05:00
47.7
67
37.3
29.54
3
9
wsw
0.00
05:10
47.5
66
36.7
29.54
7
10
wsw
0.00
05:20
47.3
67
36.9
29.55
2
12
wsw
0.00
05:50
46.5
66
35.8
29.56
2
17
wsw
0.00
06:00
46.5
66
35.8
29.56
6
17
SW
0.00
06:10
46.5
66
35.8
29.56
6
0
SW
0.00
06:40
44.3
66
33.7
29.59
2
3
WSW
0.00
06:50
43.8
66
33.2
29.60
5
10
SSW
0.00
07:00
43.6
65
32.6
29.60
6
14
WSW
0.00
07:10
43.3
65
32.3
29.61
6
10
W
0.00
411
-------
Climatological report for December 11,2003 at Raleigh, NC
Page 2 of3
07:20 43.0
p;50
42.4
B:00
42.3
BslO
42.3
[8:20
42.6
p:30
43.1
(B:40
43.6
B:50
43.9
p:00
44.5
b:10
45.7
1:20
46.6
1:30
47.4
1:40
47.9
¦50
48.3
Boo
48.8
¦10
49.2
¦20
49.6
¦30
50.1
¦40
50.3
¦50
50.8
¦00
51.1
¦10
51.5
¦20
51.7
¦30
52.1

52.6

52.9
¦oo
52.9
¦10
53.1
¦20
53.5
¦30
53.9
¦40
54.1
1:50
54.2
1:00
54.9
|:10
55.4
|:20
55.9
1:30
56.1
B:40
56.2
B:50
56.6
H:00
56.4
4:10
56.7
4:20
56.2
4:30
55.9
14:40
55.7
4:50
54.7
5:00
54.3
15:10
54.4
64
64
65
65
63
62
62
61
60
58
57
56
56
54
53
52
51
51
52
51
50
51
49
49
49
47
47
46
48
48
46
46
47
43
42
42
42
43
43
42
44
43
45
43
44
3|j^^


^29?!?
31.1
29.63
31.4
29.64
31.4
29.63
30.9
29.64
31.0
29.65
31.5
29.64
31.3
29.66
31.5
29.66
31.8
29.66
32.2
29.67
32.5
29.67
33.0
29.68
32.4
29.68
32.4
29.68
32.3
29.69
32.2
29.69
32.7
29.70
33.4
29.71
33.4
29.71
33.1
29.71
34.0
29.72
33.2
29.71
33.5
29.72
34.0
29.72
33.2
29.71
33.2
29.71
32.9
29.71
34.3
29.71
34.7
29.70
33.8
29.71
33.9
29.71
35.0
29.71
33.9
29.71
34.3
29.71
34.0
29.71
33.4
29.71
33.8
29.71
33.6
29.72
34.5
29.73
34.0
29.74
33.2
29.74
34.1
29.75
32.7
29.75
33.4
29.76
32.4
29.76
5
3
5
5
6
6
2
7
6
6
5
3
8
3
8
5
5
6
6
6
3
7
9
3
2
7
6
6
2
6
2
7
7
7
5
5
5
9
5
5
8
7
5
5
6
9
12
W
o.q
12
WSW
o.d
10
SW
o.d
13
WSW
O.J
12
WSW
o.d
12
WSW
o.d
16
WSW
o.d
16
SSW
o.q
16
SSW
o.ol
17
SW
o.q
15
w
o.o]
17
w
0.0
22
WSW
0.01
15
WSW
0.01
18
WSW
0.01
21
WSW
0.01
20
w
0.0)
20
w
0.01
17
WSW
0.01
18
w
0.01
16
WSW
o.oj
15
WSW
0 M
18
WSW
o.oj
18
W
0.0
25
WSW
0.0
17
w
0.0
16
WSW
0.0
12
WNW
0.01
15
w
0.01
15
WNW
0.01
16
W
0.01
15
WNW
0.01
12
WSW
0.01
15
SW
0.01
20
WNW
0.01
14
WSW
0.01
15
w
0.0|
16
WNW
0.0
12
WSW
0.0
17
SW
0.0
14
SW
0.0
16
SSW
o.ol
16
w
0.01
13
WSW
0.04
17
WSW
0.0<
15:40


3X1
29.79
5
13
WSW
0.00
15:50
52.9
46
32.7
29.80
3
16
W
0.00
16:00
52.4
46
32.2
29.81
3
13
SW
0.00
16:10
51.9
47
32.3
29.82
3
18
WSW
0.00
16:20
51.3
48
32.3
29.82
3
9
SW
0.00
16:30
50.7
48
31.7
29.83
5
12
WSW
0.00
16:40
50.3
48
31.4
29.83
6
18
WSW
0.00
16:50
49.7
48
30.8
29.84
3
14
WSW
0.00
17:00
49.2
49
30.9
29.85
3
10
WSW
0.00
17:10
48.4
50
30.7
29.85
5
13
SW
0.00
412
-------
' Climatological report for December 11,2003 at Raleigh, NC
Page 3 of3
17:20
47.8
51
30.6
29.86
1
8
WSW
0.00
17:30
47.1
52
30.4
29.86
3
8
SW
0.00
17:40
46.5
54
30.7
29.87
2
8
W
0.00
17:50
46.0
54
30.3
29.87
6
13
WSW
0.00
18:00
45.8
53
29.7
29.88
5
15
WSW
0.00
18:10
45.5
54
29.8
29.89
2
7
W
0.00
18:20
44.8
54
29.2
29.89
5
8
W
0.00
18:30
44.4
55
29.3
29.90
3
8
W
0.00
18:40
44.0
55
28.9
29.90
3
7
W
0.00
18:50
43.4
56
28.8
29.91
2
5
WSW
0.00
19:00
42.9
56
28.3
29.92
2
5
WNW
0.00
19:10
42.7
57
28.5
29.91
5
10
W
0.00
19:20
42.6
57
28.4
29.91
3
10
WNW
0.00
19:30
42.3
57
28.1
29.92
3
7
W
0.00
19:40
42.1
56
27.5
29.92
2
9
WSW
0.00
19:50
42.1
56
27.5
29.92
2
7
SW
0.00
20:00
41.9
56
27.4
29.93
3
7
W
0.00
20:10
41.7
56
27.2
29.92
6
12
W
0.00
20:20
41.6
56
27.1
29.93
3
9
W
0.00
20:30
41.3
56
26.8
29.93
5
10
WSW
0.00
20:40
41.0
56
26.6
29.94
3
13
WSW
0.00
20:50
40.7
56
26.2
29.94
2
12
w
0.00
21:00
40.3
57
26.3
29.95
3
8
WNW
0.00
21:10
40.3
57
26.3
29.95
2
10
WSW
0.00
21:20
39.9
57
25.9
29.96
3
12
w
0.00
21:30
39.6
58
26.0
29.96
3
7
w
0.00
21:40
39.1
58
25.6
29.97
1
8
WSW
0.00
21:50
38.8
59
25.7
29.98
2
7
w
0.00
22:00
38.6
59
25.5
29.98
2
8
w
0.00
22:10
38.3
59
25.2
29.97
3
5
WNW
0.00
22:20
38.0
60
25.4
29.98
2
5
w
0.00
22:30
37.7
61
25.5
29.98
2
5
WSW
0.00
22:40
37.5
61
25.3
29.98
3
6
w
0.00
22:50
37.2
62
25.3
29.99
1
6
w
0.00
23:00
36.7
63
25.3
29.99
1
8
WSW
0.00
23:10
36.3
64
25.3
29.99
2
6
WSW
0.00
23:20
36.2
64
25.2
29.99
2
6
w
0.00
23:30
35.9
64
24.9
29.99
2
6
w
0.00
23:40
35.8
65
25.2
29.98
2
6
w
0.00
23:50
35.4
66
25.2
29.98
2
6
w
0.00
Use metric units
AnythingWeather Communications, Inc.
2350 N Rocky View Rd | Castle Rock, CO 80104 | Phone: 1- 508-557-1155 | Copyright 2001,2002
413
-------


Wind
VHP
Arc
Date
Time
Speed
Hi
Dir
12/10/2003
8:22a
0.0
0.0
—
12/10/2003
8:23a
0.0
0.0
—
12/10/2003
8:24a
0.0
0.0
—
12/10/2003
8:25a
0.0
0.0
—
12/10/2003
8:26a
0.0
1.0
—
12/10/2003
8:27a
0.0
1.0
N
12/10/2003
8:28a
0.0
0.0
—
12/10/2003
8:29a
0.0
0.0
—
12/10/2003
8:30a
0.0
0.0
—
12/10/2003
8:31a
0.0
0.0
—
12/10/2003
8:32a
0.0
0.0
—
12/10/2003
8:33a
0.0
0.0
—
12/10/2003
8:34a
0.0
0.0

12/10/2003
8:35a
0.0
0.0
—
12/10/2003
8:36a
0.0
0.0
—
12/10/2003
8:37a
0.0
0.0

12/10/2003
8:38a
0.0
0.0
—
12/10/2003
8:39a
0.0
0.0
...
12/10/2003
8:40a
0.0
0.0
—
12/10/2003
8:41a
0.0
0.0
—
12/10/2003
8:42a
0.0
0.0
—
12/10/2003
8:43a
0.0
0.0
—
12/10/2003
8:44a
0.0
0.0
—
12/10/2003
8:45a
0.0
0.0
—
12/10/2003
8:46a
0.0
0.0
—
12/10/2003
8:47a
0.0
0.0
—
12/10/2003
8:48a
0.0
0.0
—
12/10/2003
8:49a
0.0
0.0
—
12/10/2003
8:50a
0.0
0,0
...
12/10/2003
8:51a
0.0
0.0
—
12/10/2003
8:52a
0.0
0.0
_
12/10/2003
8:53a
0,0
0.0
—
12/10/2003
9:08a
0.0
0.0
—
12/10/2003
9:09a
0.0
0.0
—
12/10/2003
9:10a
0.0
0.0
...
12/10/2003
9:11a
0.0
0.0
—
12/10/2003
9:12a
0.0
0.0
_
12/10/2003
9:13a
0.0
0.0
—
12/10/2003
9:14a
0.0
0.0
—
12/10/2003
9:15a
0.0
0.0
—
12/10/2003
9:16a
0.0
0.0
—
12/10/2003
9:17a
0.0
0.0
—
12/10/2003
9:18a
0.0
0.0
—
12/10/2003
9:19a
0.0
0.0
—
12/10/2003
9:20a
0.0
0.0
—-
12/10/2003
9:21a
0.0
0.0
—
12/10/2003
9:22a
0.0
0.0
—
12/10/2003
9:23a
0.0
0.0

12/10/2003
9:24a
0.0
0.0
—
12/10/2003
9:25a
0.0
0.0
—
Start Run # 1
Central
Start @ 908
RMCC Central Mix Wind Data
414
-------


Wind

Arc
Date
Time
Speed
Hi
Dir
12/10/2003
9:26a
0.0
0.0
—
12/10/2003
9:27a
0,0
0.0
—
12/10/2003
9:28a
0.0
0.0
—
12/10/2003
9:29a
0.0
0.0
—
12/10/2003
9:30a
0.0
0.0
—
12/10/2003
9:31a
0.0
0.0
—
12/10/2003
9:32a
0.0
0.0
—
12/10/2003
9:33a
0.0
0.0
—
12/10/2003
9:34a
0.0
0.0
—
12/10/2003
9:35a
0.0
0.0
—
12/10/2003
9:36a
0.0
0.0
—
12/10/2003
9:37a
0.0
0.0
—
12/10/2003
9:38a
0.0
0.0
—
12/10/2003
9:39a
0.0
0.0
—
12/10/2003
9:40a
0.0
0.0
—
12/10/2003
9:41a
0.0
0.0
—
12/10/2003
9:42a
0.0
0.0
—
12/10/2003
9:43a
0.0
0.0
—
12/10/2003
9:44a
0.0
0.0
—
12/10/2003
9:45a
0.0
0.0
—
12/10/2003
9:46a
0.0
0.0
—
12/10/2003
9:47a
0.0
0.0
—
12/10/2003
9:48a
0.0
0.0
—
12/10/2003
9:49a
0.0
0.0
—
12/10/2003
12:38p
0.0
0.0
—
12/10/2003
12:39p
0.0
0.0
—
12/10/2003
12:40p
0.0
0.0
—
12/10/2003
12:41p
0.0
0.0
—
12/10/2003
12:42p
0.0
0.0
—
12/10/2003
12;43p
0.0
0.0
—
12/10/2003
12:44p
0.0
0.0
—
12/10/2003
12:45p
0.0
0.0
—
12/10/2003
12:46p
0.0
0.0
—
12/10/2003
12:47p
0.0
0.0
—
12/10/2003
12:48p
0.0
0.0
—
12/10/2003
12:49p
0.0
0.0
—
12/10/2003
12:50p
0.0
0.0
—
12/10/2003
12:51 p
0.0
0.0
—
12/10/2003
12:52p
0.0
0.0
—
12/10/2003
12:53p
0.0
0.0
—
12/10/2003
12:54p
0.0
0.0
...
12/10/2003
12:55p
0.0
0.0
—
12/10/2003
12:56p
0.0
0.0
—
12/10/2003
12:57p
0.0
0.0
—
12/10/2003
12:58p
0.0
0.0
—
12/10/2003
12:59p
0.0
0.0
—
12/10/2003
1:00p
0.0
0.0
—
12/10/2003
1:01 p
0.0
0.0
—
12/10/2003
1:02p
0.0
0.0
—
12/10/2003
1:03p
0.0
0.0
...
Stop @ 950
Start @1238
RMCC Central Mix Wind Data
-------


Wind

Arc
Date
Time
Speed
Hi
Dir
12/10/2003
1:04p
0.0
0.0
—
12/10/2003
1:05p
0.0
0.0
—
12/10/2003
1:06p
0.0
0.0
—
12/10/2003
1:07p
0.0
0.0
—
12/10/2003
1:08p
0.0
0.0
—
12/10/2003
1:09p
0.0
0.0
—
12/10/2003
1:1Qp
0.0
0.0
—
12/10/2003
1:11p
0.0
0.0
—
12/10/2003
1;12p
0.0
0.0
—
12/10/2003
1:13p
0.0
0.0
—
12/10/2003
1:14p
0.0
0.0
—
12/10/2003
1:15p
0.0
0.0
—
12/10/2003
1:16p
0.0
0.0
—
12/10/2003
1:17p
0.0
0.0
—
12/10/2003
1:18p
0.0
0.0
—
12/10/2003
1:19p
0.0
0.0
—
12/10/2003
1:20p
0.0
0.0
—
12/10/2003
1:21 p
0.0
0.0
—
12/10/2003
1:22p
0.0
0.0
—
12/10/2003
1:23p
0.0
0.0
—
12/10/2003
1:24p
0.0
0.0
—
Averages

0.0
0.0

12/11/2003
7:31a
4.0
8.0
WNW
12/11/2003
7:32a
4.0
9.0
WNW
12/11/2003
7:33a
4.0
11.0
NW
12/11/2003
7:34a
3.0
6.0
WSW
12/11/2003
7:35a
3.0
7.0
W
12/11/2003
7:36a
4.0
8.0
NW
12/11/2003
7:37a
3.0
4.0
WNW
12/11/2003
7:38a
3.0
6.0
NW
12/11/2003
7:39a
2.0
3.0
WNW
12/11/2003
7:40a
1.0
2.0
WNW
12/11/2003
7:41a
1.0
3.0
WNW
12/11/2003
7:42a
2.0
3.0
WNW
12/11/2003
7:43a
2.0
4.0
WNW
12/11/2003
7:44a
0.0
2.0
W
12/11/2003
7:45a
2.0
6.0
W
12/11/2003
7:46a
1.0
3.0
W
12/11/2003
7:47a
3.0
6.0
W
12/11/2003
7:48a
3.0
6.0
WNW
12/11/2003
7:49a
4.0
10.0
WNW
12/11/2003
7:50a
1.0
4.0
WNW
12/11/2003
7:51a
3.0
8.0
WNW
12/11/2003
7:52a
1.0
3.0
W
12/11/2003
7:53a
3.0
5.0
WSW
12/11/2003
7:54a
3.0
5.0
W
Stop Run # 1
Central
Start Run #2
Central
RMCC Central Mix Wind Data
416
-------


Wind

Arc
Date
Time
Speed
Hi
Dir
12/11/2003
7:55a
1.0
4.0
NW
12/11/2003
7:56a
3.0
6.0
W
12/11/2003
7:57a
2.0
5.0
W
12/11/2003
7:58a
2.0
5.0
NW
12/11/2003
7:59a
3.0
7.0
NW
12/11/2003
8:00a
3.0
5.0
WSW
12/11/2003
8:01a
2.0
4.0
WSW
12/11/2003
8:02a
3.0
6.0
WNW
12/11/2003
8:03a
3.0
5.0
WNW
12/11/2003
8:04a
3.0
5.0
WNW
12/11/2003
8:05a
2.0
4.0
WNW
12/11/2003
8:06a
4.0
7.0
W
12/11/2003
8:07a
4.0
10.0
WNW
12/11/2003
8:08a
6.0
11.0
WNW
12/11/2003
8:09a
5.0
8.0
WNW
12/11/2003
8:10a
5.0
10.0
WNW
12/11/2003
8:11a
4.0
7.0
NW
12/11/2003
8:12a
3.0
7.0
WSW
12/11/2003
8:13a
2.0
4.0
W
12/11/2003
8:14a
4.0
6.0
W
12/11/2003
8:15a
3.0
5.0
WSW
12/11/2003
8:16a
4.0
6.0
W
12/11/2003
8:17a
1.0
4.0
W
12/11/2003
8:18a
4.0
6.0
WNW
12/11/2003
8:19a
3.0
5.0
WNW
12/11/2003
8:20a
3.0
5.0
WNW
12/11/2003
8:21a
3.0
6.0
WNW
12/11/2003
8:22a
2.0
5.0
N
12/11/2003
8:23a
3.0
5.0
NW
12/11/2003
8:24a
4.0
8.0
NW
12/11/2003
8:25a
4.0
7.0
NW
12/11/2003
8:26a
3.0
6.0
NW
12/11/2003
8:27a
4.0
6.0
NW
12/11/2003
8:28a
5.0
13.0
NW
12/11/2003
8:29a
2.0
6.0
WNW
12/11/2003
8:30a
4.0
7.0
WNW
12/11/2003
8:31a
3.0
5.0
WNW
12/11/2003
8:32a
4.0
8.0
NW
12/11/2003
8:33a
3.0
6.0
WNW
12/11/2003
8:34a
2.0
4.0
WNW
12/11/2003
8:35a
2.0
4.0
NW
12/11/2003
8:36a
3.0
4.0
WNW
12/11/2003
8:37a
2.0
3.0
WNW
12/11/2003
8:38a
3.0
5.0
SW
12/11/2003
8:39a
3.0
5.0
W
12/11/2003
8:40a
3.0
6.0
NW
12/11/2003
8:41a
2.0
3.0
W
12/11/2003
8:42a
3.0
6.0
NW
12/11/2003
8:43a
2.0
4.0
NW
12/11/2003
8:44a
3.0
6.0
NW
RMCC Central Mix Wind Data
417
-------


Wind

Arc
Date
Time
Speed
Hi
Dir
12/11/2003
8:45a
3.0
5.0
NW
12/11/2003
8:46a
1.0
3.0
SW
12/11/2003
8:47a
4.0
11.0
SW
12/11/2003
8:48a
4.0
7.0
WNW
12/11/2003
8:49a
5.0
12.0
WNW
12/11/2003
8:50a
6.0
11.0
NW
12/11/2003
8:51a
2.0
5.0
NW
12/11/2003
8:52a
4.0
9.0
WNW
12/11/2003
8:53a
1.0
4.0
WNW
12/11/2003
8:54a
4.0
6.0
NW
12/11/2003
8:55a
3.0
4.0
WNW
12/11/2003
8:56a
4.0
7.0
WNW
12/11/2003
8:57a
4.0
9.0
WNW
12/11/2003
8:58a
3.0
4.0
WNW
12/11/2003
8:59a
2.0
3.0
NW
12/11/2003
9:00a
2.0
5.0
NW
12/11/2003
9:01a
1.0
3.0
W
12/11/2003
9:02a
2.0
3.0
SW
12/11/2003
9:03a
2.0
4.0
WNW
12/11/2003
9:04a
2.0
3.0
WSW
12/11/2003
9:05a
4.0
7.0
W
12/11/2003
9:06a
4.0
7.0
NW
12/11/2003
9:07a
5.0
9.0
NW
12/11/2003
9:08a
3.0
4.0
NW
12/11/2003
9:09a
2.0
7.0
WNW
12/11/2003
9:10a
3.0
6.0
WNW
12/11/2003
9:11a
3.0
7.0
WNW
12/11/2003
9:12a
2.0
4.0
WNW
12/11/2003
9:13a
3.0
6.0
W
12/11/2003
9:14a
2.0
6.0
WSW
12/11/2003
9:15a
3.0
5.0
NW
12/11/2003
9:16a
4.0
8.0
NW
12/11/2003
9:17a
2.0
5.0
NW
12/11/2003
9:18a
3.0
13.0
NW
12/11/2003
9:19a
6.0
10.0
NW
12/11/2003
9:20a
2.0
7.0
NW
12/11/2003
9:21a
5.0
10.0
NW
12/11/2003
9:22a
5.0
12.0
NW
12/11/2003
9:23a
4.0
11.0
WNW
12/11/2003
9:24a
3.0
5.0
W
12/11/2003
9:25a
4.0
5.0
WSW
12/11/2003
9:26a
3.0
7.0
W
12/11/2003
9:27a
5.0
10.0
WNW
12/11/2003
9:28a
7.0
12.0
NW
12/11/2003
9:29a
3.0
5.0
W
12/11/2003
9:30a
2.0
5.0
WNW
12/11/2003
9:31a
2,0
6.0
WSW
12/11/2003
9:32a
3.0
7.0
NW
12/11/2003
9:33a
3.0
4.0
NW
12/11/2003
9:34a
1.0
3.0
WSW
RMCC Central Mix Wind Data
418
-------


Wind

Arc
Date
Time
Speed
Hi
Dir
12/11/2003
9:35a
4.0
7.0
WNW
12/11/2003
9:36a
3.0
6.0
W
12/11/2003
9:37a
2.0
5.0
WNW
Averages

3.0
6.1

Stop Run # 2
Central
12/11/2003
12:21p
2.0
4.0
WNW
12/11/2003
12:22p
5.0
7.0
NW
12/11/2003
12:23p
3.0
6.0
NW
12/11/2003
12:24p
2.0
4.0
NW
12/11/2003
12:25p
5.0
9.0
W
12/11/2003
12:26p
4.0
8.0
WNW
12/11/2003
12:27p
3.0
6.0
NW
12/11/2003
12:28p
5.0
13.0
NW
12/11/2003
12:29p
2.0
4.0
WNW
12/11/2003
12:30p
5.0
11.0
NW
12/11/2003
12:31p
1.0
2.0
WNW
12/11/2003
12:32p
2.0
4.0
WNW
12/11/2003
12:33p
2:0
4.0
NW
12/11/2003
12:34p
4.0
7.0
NW
12/11/2003
12:35p
1.0
3.0
NW
12/11/2003
12:36p
4.0
5.0
NW
12/11/2003
12:37p
1.0
3.0
NW
12/11/2003
12:38p
3.0
5.0
NW
12/11/2003
12:39p
3.0
7.0
W
12/11/2003
12:40p
3.0
4.0
WSW
12/11/2003
12:41p
5.0
9.0
NW
12/11/2003
12:42p
2.0
3.0
WNW
12/11/2003
12:43p
4.0
13.0
NW
12/11/2003
12:44p
7.0
12.0
NW
12/11/2003
12:45p
6.0
10.0
NW
12/11/2003
12:46p
2.0
5.0
W
12/11/2003
12:47p
4.0
6.0
NW
12/11/2003
12:48p
6.0
15.0
WNW
12/11/2003
12:49p
4.0
9.0
NW
12/11/2003
12:50p
4.0
9.0
NW
12/11/2003
12:51p
6.0
8.0
NW
12/11/2003
12:52p
5.0
12.0
WNW
12/11/2003
12:53p
5.0
11.0
WNW
12/11/2003
12:54p
7.0
12.0
NW
12/11/2003
12:55p
4.0
8.0
NW
12/11/2003
12:56p
5.0
9.0
NW
12/11/2003
12:57p
4.0
6.0
NW
12/11/2003
12:58p
3.0
6.0
WNW
12/11/2003
12:59p
2.0
4.0
NW
12/11/2003
1:00p
1.0
3.0
NE
12/11/2003
1:01 p
0.0
0.0
—
12/11/2003
1:02p
0.0
1.0
NE
Start Run # 3
Central
RMCC Central Mix Wind Data
-------
Date
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003
12/11/2003

Wind

Arc
Time
Speed
Hi
Dir
1:03p
1.0
3.0
WSW
1:04p
3.0
6.0
WNW
1:05p
5.0
10.0
NW
1:06p
4.0
6.0
NW
1:07p
4.0
7.0
W
1:08p
3.0
7.0
WNW
1:09p
4.0
7.0
WNW
1:1 Op
4.0
7.0
WNW
1:11p
2.0
4.0
SW
1:12p
3.0
7.0
WNW
1:13p
4.0
8.0
WNW
1:14p
2.0
3.0
WNW
1:15p
3.0
6.0
WNW
1:16p
3.0
6.0
NW
1:17p
4,0
8.0
NW
1:18p
3.0
4.0
WSW
1:19p
7.0
11.0
NW
1:20p
4.0
8.0
NW
1:21 p
2.0
4.0
W
1:22p
2.0
3.0
NW
1:23p
2.0
3.0
NW
1:24p
2.0
4.0
WSW
1:25p
2.0
3.0
WNW
1:26p
2.0
5.0
WNW
1:27p
4.0
7.0
W
1:28p
2.0
4.0
W
1:29p
3.0
5.0
W
1:30p
5.0
9.0
NW
1:31 p
3,0
6.0
NW
1:32p
4.0
8,0
NW
1:33p
3.0
5.0
NW
1:34p
6.0
8.0
NW
1:35p
5.0
9.0
WSW
1:36p
3.0
9.0
NW
1:37p
2.0
5.0
NW
1:38p
5.0
11,0
NW
1:39p
3.0
8.0
NW
1:40p
5.0
9.0
NW
1:41 p
4.0
9.0
NW
1:42p
4.0
9.0
NW
1:43p
3.0
6.0
NW
1:44p
2.0
4.0
NW
1:45p
3.0
12.0
NW
2:31 p
6.0
10.0
NW
2:32p
4.0
9.0
W
2:33p
3.0
6.0
NW
2:34p
2.0
5.0
WSW
2:35p
3.0
6.0
WSW
2:36p
2.0
6.0
WSW
2:37p
2.0
3.0
WNW
Stop @ 1346
Start @ 1431
RMCC Central Mix Wind Data
420
-------


Wind

Arc
Date
Time
Speed
Hi
Dir
12/11/2003
2:38p
2.0
3.0
WSW
12/11/2003
2:39p
5.0
8.0
NW
12/11/2003
2:40p
1.0
5.0
WNW
12/11/2003
2:41 p
2.0
3.0
WNW
12/11/2003
2:42p
3.0
7.0
W
12/11/2003
2:43p
4.0
11.0
WNW
12/11/2003
2;44p
2.0
4.0
NW
12/11/2003
2:45p
3.0
5.0
WNW
12/11/2003
2:46p
4.0
7.0
NW
12/11/2003
2:47p
2.0
4.0
WNW
12/11/2003
2;48p
1.0
4.0
W
12/11/2003
2:49p
1.0
3.0
W
12/11/2003
2:50p
3.0
6.0
NW
12/11/2003
2:53p
5.0
9.0
WNW
12/11/2003
2:54p
3.0
6.0
WNW
12/11/2003
2:55p
3.0
6.0
WNW
12/11/2003
2:56p
3.0
5,0
WNW
12/11/2003
2:57p
3.0
7.0
NW
12/11/2003
2:58p
5.0
7.0
NW
12/11/2003
2:59p
3.0
7.0
WNW
12/11/2003
3:00p
3.0
5.0
NW
12/11/2003
3:01 p
4.0
12.0
WNW
12/11/2003
3:02p
6.0
13.0
NW
12/11/2003
3:03p
4.0
8.0
WNW
12/11/2003
3:04p
3.0
6.0
WNW
12/11/2003
3:05p
1.0
3.0
WNW
12/11/2003
3:06p
2.0
4.0
W
12/11/2003
3:07p
3.0
8.0
WNW
12/11/2003
3:08p
2.0
4.0
NW
12/11/2003
3:09p
5.0
8.0
WNW
12/11/2003
3:10p
1.0
3.0
NW
12/11/2003
3:11p
2.0
6.0
NW
12/11/2003
3:12p
3.0
6.0
NW
12/11/2003
3:13p
2.0
5.0
W
12/11/2003
3:14p
4.0
8.0
WNW
12/11/2003
3:15p
3.0
6.0
NW
12/11/2003
3;16p
2.0
4.0
WNW
12/11/2003
3:17p
2.0
6.0
NW
12/11/2003
3:18p
4.0
8.0
NW
12/11/2003
3:19p
3.0
5.0
NW
12/11/2003
3:20p
2.0
5.0
NW
12/11/2003
3:21p
3.0
6.0
WNW
12/11/2003
3:22p
3.0
6.0
WNW
12/11/2003
3:23p
3.0
5.0
WNW
12/11/2003
3:24p
3.0
10.0
NW
12/11/2003
3:25p
3.0
7.0
NW
12/11/2003
3:26p
3.0
7.0
WNW
12/11/2003
3:27p
5.0
11.0
WNW
12/11/2003
3:28p
2.0
4.0
WNW
12/11/2003
3:29p
3.0
4.0
WNW
RMCC Central Mix Wind Data
421
-------


Wind

Date
Time
Speed
Hi
12/11/2003
3:30p
4.0
11.0
12/11/2003
3:31 p
5.0
7.0
12/11/2003
3:32p
6.0
13.0
12/11/2003
3:33p
5.0
9.0
12/11/2003
3:34p
3.0
8.0
12/11/2003
3:35p
6.0
10.0
Averages

3.3
6.6
Arc
Dir
WNW
WNW
NW
NW
NW
NW Stop Run #3
Central
RMCC Central Mix Wind Data
-------
RMCCWAKE
»£*
ro
CO
N-
NW-
W-
SW-
c
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c
SE-
NE-
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I

'	I »
I I I I
3
Q.
Q.
03
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c
2 §
10:00 am
12:00 pm
Wed Dec 10,2003
2:00 pm
0
4:00 pm
~
Inside Temp
~
Outside Temp
~
Hi Temp Out
~
Low Temp Out
¦ Wind Speed
~
Hi Wind Speed
¦
Wind Dir
~
Wind Chill
~
Rain
-------
RMCCWAKE
Thu Dec 11, 2003
~
inside Temp
~
Outside Temp
~
Hi Temp Out
~
Low Temp Out
¦ Wind Speed
~
Hi Wind Speed
¦
Wind Dir
~
Wind Chill
~
Rain
-------
APPENDIX D3
S.T. WOOTEN CENTRAL MIX
WIND SPEED AND DIRECTION DATA
-------

Run 1
Run 2
Run 3

N
0
Large Array



Average
Nne
22.5
Average Wind Speed
6.3
8.2
3.5
6.0
NE
45
Average Wind Angle
223.5
231.3
252.9
235.9
ENE
67.5

SW
SW
WSW
SW
E
90
Small Array




ESE
112.5
Wind Speed
7.689
8.2
1.935
5.93478
SE
135
Average Wind Angle
190.7
196.2
223
203.318
SSE
157.5

S
SSW
SW
SSW
S
180
Array Averages




SSW
202.5
Average Speed
6.98
8.20
2.69
5.96
SW
225
Average Wind Angle
207.1
213.8
238
219.615
WSW
247.5
Average Direction
SSW
SW
WSW
SW
w
WNW
NW
NNW
270
292.5
315
337.5
-------


Wind
Wind




Date
Time
Speed
Hi
Dir
Angle


3/2/2004
9:10a
7
10
SSW
202.5
Start Run # 1

3/2/2004
9:11a
6
10
SSW
202.5


3/2/2004
9:12a
6
9
SSW
202.5


3/2/2004
9:13a
6
9
SSW
202.5


3/2/2004
9:14a
6
9
SW
225
-

3/2/2004
9:15a
6
8
SW
225


3/2/2004
9:16a
6
10
SW
225


3/2/2004
9:17a
6
9
SSW
202.5


3/2/2004
9:18a
6
8
SW
225


3/2/2004
9:19a
5
7
SW
225


3/2/2004
9:20a
6
8
SW
225


3/2/2004
9:21a
6
9
SW
225


3/2/2004
9:22a
5
8
SW
225


3/2/2004
9:23a
5
7
SW
225


3/2/2004
9:24a
5
8
SW
225


3/2/2004
9:25a
7
11
SW
225


3/2/2004
9:26a
9
13
SW
225
Direction
Angle
3/2/2004
9:27a
6
8
SSW
202.5
N
0
3/2/2004
9:28a
6
7
SW
225
Nne
22.5
3/2/2004
9:29a
8
11
SSW
202.5
NE
45
3/2/2004
9:30a
7
10
SW
225
ENE
67.5
3/2/2004
9:31a
6
8
SW
225
E
90
3/2/2004
9:32a
5
8
SW
225
ESE
112.5
3/2/2004
9:33a
5
6
SW
225
SE
135
3/2/2004
9:34a
7
9
SSW
202.5
SSE
157.5
3/2/2004
9:35a
5
7
SW
225
S
180
3/2/2004
9:36a
5
8
SW
225
SSW
202.5
3/2/2004
9:37a
5
7
SW
225
SW
225
3/2/2004
9:38a
7
11
SSW
202.5
WSW
247.5
31212004
9:39a
8
10
SSW
202.5
W
270
3/2/2004
9:40a
6
10
SW
225
WNW
292.5
3/2/2004
9:41a
7
9
SW
225
NW
315
3/2/2004
9:42a
8
14
SW
225
NNW
337.5
3/2/2004
9:43a
6
9
SW
225


3/2/2004
9:44a
10
12
SW
225


3/2/2004
9:45a
9
12
wsw
247.5


3/2/2004
9:46a
6
8
SW
225


3/2/2004
9:47a
6
9
SSW
202.5


3/2/2004
9:48a
6
9
SW
225


3/2/2004
9:49a
7
10
WSW
247.5


3/2/2004
9:50a
8
11
wsw
247.5


3/2/2004
9:51a
5
7
wsw
247.5


3/2/2004
9:52a
6
7
wsw
247.5


3/2/2004
9:53a
7
10
SSW
202.5


3/2/2004
9:54a
7
12
SW
225


3/2/2004
9:55a
6
7
WSW
247.5


3/2/2004
9:56a
7
11
SW
225


3/2/2004
9:57a
7
10
SW
225


3/2/2004
9:58a
4
9
WSW
247.5


3/2/2004
9:59a
6
8
SW
225


S.T. Wooten Large Array Wind
427
-------


Wind
Date
Time
Speed
3/2/2004
10:00a
6
3/2/2004
10:01a
5
3/2/2004
10:02a
6
3/2/2004
10:03a
6
3/2/2004
10:04a
4
3/2/2004
10:05a
6
3/2/2004
10:06a
8
3/2/2004
10:07a
7
3/2/2004
10:08a
4
3/2/2004
10:09a
5
3/2/2004
10:10a
9
Average

6.3
3/2/2004
11:12a
9
3/2/2004
11:13a
9
3/2/2004
11:14a
9
3/2/2004
11:15a
8
3/2/2004
11:16a
7
3/2/2004
11:17a
9
3/2/2004
11:18a
8
3/2/2004
11:19a
9
3/2/2004
11:20a
10
3/2/2004
11:21a
10
3/2/2004
11:22a
8
3/2/2004
11:23a
9
3/2/2004
11:24a
8
3/2/2004
11:25a
10
3/2/2004
11:26a
7
3/2/2004
11:27a
10
3/2/2004
11:28a
11
3/2/2004
11:29a
8
3/2/2004
11:30a
9
3/2/2004
11:31a
12
3/2/2004
11:32a
8
3/2/2004
11:33a
9
3/2/2004
11:34a
7
3/2/2004
11:35a
8
3/2/2004
11:36a
9
3/2/2004
11:37a
9
3/2/2004
11:38a
10
3/2/2004
11:39a
7
3/2/2004
11:40a
8
3/2/2004
11:41a
7
3/2/2004
11:42a
10
3/2/2004
11:43a
8
3/2/2004
11:44a
12
3/2/2004
11:45a
9
Dir
Angle
SSW
202.5
SSW
202.5
SW
225
SW
225
WSW
247.5
WSW
247.5
SW
225
SW
225
WSW
247.5
SW
225
SW
225 Stop Run # 1
223.5246 SW
SW
225
SSW
202.5
SW
225
WSW
247.5
SW
225
SW
225
WSW
247.5
SW
225
SW
225
SW
225
SW
225
SW
225
WSW
247.5
SW
225
WSW
247.5
WSW
247.5
SW
225
SW
225
WSW
247.5
WSW
247.5
WSW
247.5
SW
225
WSW
247.5
SW
225
WSW
247.5
WSW
247.5
SW
225
SW
225
SW
225
SSW
202.5
SW
225
SW
225
SW
225
SW
225
Wind
Hi
7
8
9
9
6
12
13
9
9
8
12
9.2
16
13
12
11
12
13
12
11
13
13
11
11
14
12
11
15
15
11
17
15
10
12
10
11
15
12
12
10
11
9
13
13
15
12
S.T. Wooten Large Array Wind
428
-------


Wind
Date
Time
Speed
3/2/2004
11:46a
5
3/2/2004
11:47a
7
3/2/2004
11:48a
9
3/2/2004
11:49a
10
3/2/2004
11:50a
7
3/2/2004
11:51a
9
3/2/2004
11:52a
8
3/2/2004
11:53a
7
3/2/2004
11:54a
9
3/2/2004
11:55a
7
3/2/2004
11:56a
5
3/2/2004
11:57a
6
3/2/2004
11:58a
6
3/2/2004
11:59a
6
3/2/2004
12:00p
7
3/2/2004
12:01p
5
3/2/2004
12:02p
8
3/2/2004
12:03p
8
3/2/2004
12:04p
6
3/2/2004
12:05p
6
3/2/2004
12:06p
8
3/2/2004
12:07p
11
3/2/2004
12:08p
10
3/2/2004
12:09p
9
3/2/2004
12:10p
7
3/2/2004
12:11p
8
3/2/2004
12:12p
7
Average

8.2
3/2/2004
1:04p
4
3/2/2004
1:05p
5
3/2/2004
1:06p
4
3/2/2004
1:07p
4
3/2/2004
1:08p
4
3/2/2004
1:09p
3
3/2/2004
1:10p
4
3/2/2004
1:11p
4
3/2/2004
1:12p
4
3/2/2004
1:13p
4
3/2/2004
1:14p
5
3/2/2004
1:15p
4
3/2/2004
1:16p
4
3/2/2004
1:17p
5
3/2/2004
1:18p
4
3/2/2004
1:19p
5
3/2/2004
1:20p
4
3/2/2004
1:21 p
4
Dir
Angle
SW
225
SW
225
SW
225
SSW
202.5
WSW
247.5
W
270
SW
225
SW
225
SW
225
SW
225
SW
225
SW
225
SW
225
WSW
247.5
WSW
247.5
WSW
247.5
WSW
247.5
SW
225
WSW
247.5
WSW
247.5
SSW
202.5
SSW
202.5
SW
225
SW
225
SW
225
WSW
247.5
WSW
247.5 Stop Run # 2
231.2705 SW
W	270 Start Run # 3
W	270
W	270
WSW	247.5
WSW	247.5
WSW	247.5
W	270
W	270
WSW	247.5
WSW	247.5
SW	225
SW	225
SW	225
WSW	247.5
SSW	202.5
SW	225
SW	225
SW	225
Wind
Hi
8
10
12
13
8
11
12
11
11
11
9
11
8
9
10
7
12
11
8
8
11
14
14
12
10
12
9
11.6
6
7
6
6
6
4
7
5
6
6
8
6
5
7
5
6
6
5
S.T. Wooten Large Array Wind
429
-------


Wind
Date
Time
Speed
3/2/2004
1:22p
4
3/2/2004
1:23p
4
3/2/2004
1:24p
2
3/2/2004
1:25p
3
3/2/2004
1:26p
2
3/2/2004
1:27p
3
3/2/2004
1:28p
5
3/2/2004
1:29p
4
3/2/2004
1:30p
3
3/2/2004
1:31 p
3
3/2/2004
1:32p
2
3/2/2004
1:33p
3
3/2/2004
1:34p
4
3/2/2004
1:35p
4
3/2/2004
1:36p
3
3/2/2004
1:37p
3
3/2/2004
1:38p
3
3/2/2004
1:39p
3
3/2/2004
1:40p
3
3/2/2004
1:41 p
5
3/2/2004
1:42p
4
3/2/2004
1:43p
3
3/2/2004
1:44p
3
3/2/2004
1:45p
3
3/2/2004
1:46p
3
3/2/2004
1:47p
2
3/2/2004
1:48p
4
3/2/2004
1:49p
4
3/2/2004
1:50p
3
3/2/2004
1:51 p
4
3/2/2004
1:52p
4
3/2/2004
1:53p
3
3/2/2004
1:54p
4
3/2/2004
1:55p
4
3/2/2004
1:56p
4
3/2/2004
1:57p
2
3/2/2004
1:58p
3
3/2/2004
1:59p
3
3/2/2004
2:00p
2
3/2/2004
2:01 p
2
3/2/2004
2:02p
2
3/2/2004
2:03p
2
3/2/2004
2:04p
2
3/2/2004
2:05p
3
Averages

3.5
Dir
Angle
SW
225
SW
225
SW
225
SSW
202.5
WSW
247.5
SW
225
SW
225
SW
225
SW
225
SW
225
SW
225
WSW
247.5
WSW
247.5
SW
225
w
270
w
270
WSW
247.5
WSW
247.5
WSW
247.5
w
270
w
270
WNW
292.5
w
270
w
270
WSW
247.5
w
270
w
270
WNW
292.5
WNW
292.5
WSW
247.5
W
270
w
270
w
270
WNW
292.5
w
270
w
270
WNW
292.5
W
270
W
270
w
270
w
270
w
270
w
270
w
270
252.9435 WSW
Woolen Large Array Wind
" 430
Wind
Hi
6
5
4
3
3
5
6
5
5
4
3
5
5
5
5
4
4
5
4
8
6
5
4
4
4
6
6
6
5
5
6
4
5
6
5
4
4
4
5
3
3
3
3
3
5.0
-------
ST LRG Array
t£«hi
GO
9:00 am
I I I "I I	| I 1	 1
11:00 am
1:00 pm
Tue Mar 2,2004
3:00 pm
5:00
~
Inside Temp
~
Outside Temp
~
Hi Temp Out
~
Low Temp Out
¦ Wind Speed
~
Hi Wind Speed
¦
Wind Dir
~
Wind Chill
~
Rain
-------

Wind
Wind





Date
Time
Speed
Hi
Dir
Angle


3/2/2004
9:10a
9
15
S
180
Start Run # 1

3/2/2004
9:11a
10
15
S
180


3/2/2004
9:12a
11
14
S
180


3/2/2004
9:13a
8
12
SSE
157.5


3/2/2004
9:14a
8
12
S
180


3/2/2004
9:15a
7
10
S
180


3/2/2004
9:16a
7
12
S
180


3/2/2004
9:17a
7
9
S
180


3/2/2004
9:18a
7
11
S
180


3/2/2004
9:19a
7
12
SSW
202.5


3/2/2004
9:20a
10
13
S
180
Direction
Angle
3/2/2004
9:21a
7
10
SSW
202.5
N
0
3/2/2004
9:22a
5
7
s
180
Nne
22.5
3/2/2004
9:23a
6
9
SSW
202.5
NE
45
3/2/2004
9:24a
6
13
SSW
202.5
ENE
67.5
3/2/2004
9:25a
7
11
SSW
202.5
E
90
3/2/2004
9:26a
10
17
SSW
202.5
ESE
112.5
3/2/2004
9:27a
8
12
s
180
SE
135
3/2/2004
9:28a
7
10
SSW
202.5
SSE
157.5
3/2/2004
9:29a
10
15
s
180
S
180
3/2/2004
9:30a
10
15
s
180
SSW
202.5
3/2/2004
9:31a
6
9
s
180
SW
225
3/2/2004
9:32a
5
10
SSW
202.5
wsw
247.5
3/2/2004
9:33a
7
10
s
180
w
270
3/2/2004
9:34a
8
12
s
180
WNW
292.5
3/2/2004
9:35a
6
10
SSW
202.5
NW
315
3/2/2004
9:36a
7
13
s
180
NNW
337.5
3/2/2004
9:37a
7
9
s
180


3/2/2004
9:38a
9
13
s
180


3/2/2004
9:39a
11
14
s
180


3/2/2004
9:40a
10
16
s
180


3/2/2004
9:41a
10
14
SSW
202.5


3/2/2004
9:42a
12
20
SSW
202.5


3/2/2004
9:43a
7
11
S
180


3/2/2004
9:44a
13
23
SSW
202.5


3/2/2004
9:45a
6
8
SSW
202.5


3/2/2004
9:46a
7
12
s
180


3/2/2004
9:47a
6
9
s
180


3/2/2004
9:48a
6
10
SSW
202.5


3/2/2004
9:49a
6
10
SSW
202.5


3/2/2004
9:50a
9
15
SSW
202.5


3/2/2004
9:51a
3
9
SSW
202.5


3/2/2004
9:52a
2
3
SW
225


3/2/2004
9:53a
6
12
s
180


3/2/2004
9:54a
10
14
s
180


3/2/2004
9:55a
6
11
SSW
202.5


3/2/2004
9:56a
8
15
SSW
202.5


3/2/2004
9:57a
10
21
SSW
202.5


3/2/2004
9:58a
4
10
SSW
202.5


3/2/2004
9:59a
9
17
SSW
202.5


S.T. Wooten Small Array Wind	Page 1
-------

Wind
Wind
Date
Time
Speed
3/2/2004
10:00a
8
3/2/2004
10:01a
8
3/2/2004
10:02a
8
3/2/2004
10:03a
7
3/2/2004
10:04a
4
3/2/2004
10:05a
6
3/2/2004
10:06a
12
3/2/2004
10:07a
8
3/2/2004
10:08a
5
3/2/2004
10:09a
7
3/2/2004
10:10a
13
Average

7.7
3/2/2004
11:12a
9
3/2/2004
11:13a
12
3/2/2004
11:14a
13
3/2/2004
11:15a
6
3/2/2004
11:16a
8
3/2/2004
11:17a
7
3/2/2004
11:18a
7
3/2/2004
11:19a
13
3/2/2004
11:20a
11
3/2/2004
11:21a
14
3/2/2004
11:22a
12
3/2/2004
11:23a
9
3/2/2004
11:24a
8
3/2/2004
11:25a
9
3/2/2004
11:26a
6
3/2/2004
11:27a
6
3/2/2004
11:28a
13
3/2/2004
11:29a
7
3/2/2004
11:30a
5
3/2/2004
11:31a
9
3/2/2004
11:32a
8
3/2/2004
11:33a
10
3/2/2004
11:34a
5
3/2/2004
11:35a
8
3/2/2004
11:36a
4
3/2/2004
11:37a
6
3/2/2004
11:38a
12
3/2/2004
11:39a
6
3/2/2004
11:40a
11
3/2/2004
11:41a
9
3/2/2004
11:42a
13
3/2/2004
11:43a
7
3/2/2004
11:44a
15
3/2/2004
11:45a
11
Dir
Angle
S
180
S
180
S
180
SSW
202.5
SSW
202.5
SSW
202.5
SSW
202.5
SSW
202.5
SSW
202.5
S
180
S
180

190.7
SSW
202.5
SSW
202.5
SSW
202.5
SSW
202.5
SSW
202.5
SSW
202.5
SSW
202.5
s
180
SSW
202.5
s
180
SSW
202.5
s
180
SSW
202.5
SSW
202.5
SSW
202.5
SSW
202.5
s
180
s
180
SSW
202.5
SSW
202.5
SSW
202.5
SSW
202.5
SSW
202.5
SSW
202.5
sw
225
SSW
202.5
s
180
SSW
202.5
s
180
s
180
s
180
ssw
202.5
s
180
s
180
Hi
11
13
12
11
10
14
18
14
8
15
22
12.5
18
16
21
12
14
14
17
17
19
19
19
14
14
12
12
15
21
15
14
19
14
17
17
13
9
10
20
13
18
13
24
11
20
16
S.T. Wooten Small Array Wind
433
-------

Wind
Wind
Date
Time
Speed
3/2/2004
11:46a
7
3/2/2004
11:47a
6
3/2/2004
11:48a
12
3/2/2004
11:49a
11
3/2/2004
11:50a
0
3/2/2004
11:51a
1
3/2/2004
11:52a
5
3/2/2004
11:53a
7
3/2/2004
11:54a
11
3/2/2004
11:55a
9
3/2/2004
11:56a
8
3/2/2004
11:57a
6
3/2/2004
11:58a
6
3/2/2004
11:59a
4
3/2/2004
12:00p
7
3/2/2004
12:01p
3
3/2/2004
12:02p
7
3/2/2004
12:03p
7
3/2/2004
12:04p
4
3/2/2004
12:05p
4
3/2/2004
12:06p
10
3/2/2004
12:07p
14
3/2/2004
12:08p
12
3/2/2004
12:09p
12
3/2/2004
12:10p
6
3/2/2004
12:11p
7
3/2/2004
12:12p
4
Average

8.2
3/2/2004
1:04p
1
3/2/2004
1:05p
1
3/2/2004
1:06p
1
3/2/2004
1:07p
1
3/2/2004
1:08p
1
3/2/2004
1:09p
1
3/2/2004
1:10p
1
3/2/2004
1:11p
1
3/2/2004
1:12p
1
3/2/2004
1:13p
2
3/2/2004
1:14p
4
3/2/2004
1:15p
4
3/2/2004
1:16p
3
3/2/2004
1:17p
4
3/2/2004
1:18p
6
3/2/2004
1:19p
6
3/2/2004
1:20p
5
3/2/2004
1:21p
5
Dir
Angle
SSW
202.5
SSW
202.5
SSW
202.5
s
180
SSW
202.5
SSW
202.5
SSW
202.5
SSW
202.5
s
180
SSW
202.5
SSW
202.5
S
180
SSW
202.5
SSW
202.5
SSW
202.5
SSW
202.5
SSW
202.5
SSW
202.5
SSW
202.5
SSW
202.5
S
180
S
180
S
180
s
180
s
180
SSW
202.5
SW
225

196.2
W
270
WSW
247.5
WSW
247.5
WSW
247.5
WSW
247.5
SW
225
SW
225
WSW
247.5
WSW
247.5
SSW
202.5
SSW
202.5
SSW
202.5
SSW
202.5
SSW
202.5
s
180
s
180
s
180
SSW
202.5
Hi
11
14
17
1?
4
6
13
15
16
13
13
11
13
8
15
5
16
14
10
11
16
17
17
20
9
12
11
14,4
2
3
2
4
2
2
2
2
4
5
6
8
6
7
8
9
9
7
S.T. Wooten Small Array Wind
-------

Wind
Wind
Date
Time
Speed
3/2/2004
1:22p
6
3/2/2004
1:23p
4
3/2/2004
1:24p
3
3/2/2004
1:25p
4
3/2/2004
1:26p
1
3/2/2004
1:27p
3
3/2/2004
1:28p
6
3/2/2004
1:29p
4
3/2/2004
1:30p
5
3/2/2004
1:31p
4
3/2/2004
1:32p
4
3/2/2004
1:33p
1
3/2/2004
1:34p
3
3/2/2004
1:35p
6
3/2/2004
1:36p
1
3/2/2004
1:37p
0
3/2/2004
1:38p
0
3/2/2004
1:39p
0
3/2/2004
1:40p
0
3/2/2004
1:41 p
1
3/2/2004
1:42p
2
3/2/2004
1:43p
2
3/2/2004
1:44p
0
3/2/2004
1:45p
0
3/2/2004
1:46p
1
3/2/2004
1:47p
1
3/2/2004
1:48p
1
3/2/2004
1:49p
0
3/2/2004
1:50p
1
3/2/2004
1:51 p
1
3/2/2004
1:52p
1
3/2/2004
1:53p
0
3/2/2004
1:54p
1
3/2/2004
1:55p
1
3/2/2004
1:56p
0
3/2/2004
1:57p
1
3/2/2004
1:58p
1
3/2/2004
1:59p
1
3/2/2004
2:00p
1
3/2/2004
2:01 p
0
3/2/2004
2:02p
0
3/2/2004
2:03p
0
3/2/2004
2:04p
0
3/2/2004
2:05p
0
Average

1.9
Dir
Angle
SSW
202.5
SSW
202.5
s
180
s
180
s
180
s
180
SSW
202.5
SSW
202.5
SSW
202.5
SSW
202.5
s
180
SSW
202.5
SSW
202.5
SSW
202.5
sw
225
sw
225
sw
225
sw
225
sw
225
wsw
247.5
w
270
wsw
247.5
wsw
247.5
wsw
247.5
sw
225
sw
225
wsw
247.5
wsw
247.5
sw
225
wsw
247.5
wsw
247.5
wsw
247.5
wsw
247.5
wsw
247.5
wsw
247.5
wsw
247.5
wsw
247.5
wsw
247.5
wsw
247.5
—
223.0
Woolen Small Array Wind
435
Hi
9
7
5
6
3
6
9
7
7
6
6
2
5
8
2
1
1
2
1
2
3
4
2
1
4
3
2
2
3
2
2
1
2
2
1
3
3
2
2
1
0
0
0
0
3.7
-------
ST SML Array
Tue Mar 2, 2004
~
Inside Temp
~
Outside Temp
~
Hi Temp Out
~
Low Temp Out
¦ Wind Speed
~
Hi Wind Speed
¦
Wind Dir
~
Wind Chill
~
Rain
-------
APPENDIX D4
CHANDLER CONCRETE TRUCK MIX
WIND SPEED AND DIRECTION DATA
-------


Wind






Date
Time
Speed
Hi
Dir
Angle



3/17/2004
7:17a
0
1
WNW
292.5
Start Run # 1

3/17/2004
7:18a
1
1
WNW
292.5



3/17/2004
7:19a
0
2
WNW
292.5



3/17/2004
7:20a
1
2
WNW
292.5



3/17/2004
7:21a
0
0
—




3/17/2004
7:22a
1
3
WNW
292.5



3/17/2004
7:23a
2
3
WNW
292.5



3/17/2004
7:24a
1
2
WNW
292.5



3/17/2004
7:25a
2
3
WNW
292.5



3/17/2004
7:26a
1
3
WNW
292.5



3/17/2004
7:27a
1
4
WNW
292.5



3/17/2004
7:28a
3
4
WNW
292.5



3/17/2004
7:29a
3
4
WNW
292.5



3/17/2004
7:30a
1
2
WNW
292.5



3/17/2004
7:31a
2
2
WNW
292.5



3/17/2004
7:32a
2
4
WNW
292.5



3/17/2004
7:33a
2
3
WNW
292.5



3/17/2004
7:34a
4
6
WNW
292.5

Direction
Angle
3/17/2004
7:35a
3
5
W
270

N
0
3/17/2004
7:36a
3
4
W
270

Nne
22.5
3/17/2004
7:37a
2
3
W
270

NE
45
3/17/2004
7:38a
2
4
W
270

ENE
67.5
3/17/2004
7:39a
0
1
W
270

E
90
3/17/2004
7:40a
0
1
W
270

ESE
112.5
3/17/2004
7:41a
1
2
W
270

SE
135
3/17/2004
7:42a
2
3
W
270

SSE
157.5
3/17/2004
7:43a
1
2
W
270

S
180
3/17/2004
7:44a
2
4
W
270

SSW
202.5
3/17/2004
7:45a
2
3
W
270

SW
225
3/17/2004
7:46a
2
2
W
270

WSW
247.5
3/17/2004
7:47a
1
2
W
270

W
270
3/17/2004
7:48a
1
2
W
270

WNW
292.5
3/17/2004
7:49a
2
4
W
270

NW
315
3/17/2004
7:50a
1
4
W
270

NNW
337.5
3/17/2004
7:51a
1
3
W
270
Stop 752


3/17/2004
7:58a
2
5
WNW
292.5
Start 758


3/17/2004
7:59a
3
6
NW
315



3/17/2004
8:00a
2
3
WNW
292.5



3/17/2004
8:01a
1
2
WNW
292.5



3/17/2004
8:02a
1
3
NW
315



3/17/2004
8:03a
0
1
NW
315



3/17/2004
8:04a
1
2
NW
315



3/17/2004
8:05a
1
2
NW
315



3/17/2004
8:06a
1
1
NW
315



3/17/2004
8:07a
0
1
NW
315



3/17/2004
8:08a
1
2
NW
315



3/17/2004
8:09a
2
5
NW
315



3/17/2004
8:10a
2
5
NW
315



3/17/2004
8:11a
2
3
NW
315



3/17/2004
8:12a
1
3
NW
315



Chandler Concrete Array Wind
438
-------


Wind
Date
Time
Speed
3/17/2004
8:13a
2
3/17/2004
8:14a
2
3/17/2004
8:15a
3
3/17/2004
8:21a
2
3/17/2004
8:22a
3
3/17/2004
8:23a
3
3/17/2004
8:24a
1
3/17/2004
8:25a
2
3/17/2004
8:26a
2
3/17/2004
8:27a
5
3/17/2004
8:28a
3
3/17/2004
8:29a
2
3/17/2004
8:30a
4
3/17/2004
8:31a
2
3/17/2004
8:32a
2
3/17/2004
8:33a
2
3/17/2004
8:34a
3
Averages

1.73
3/17/2004
9:17a
2
3/17/2004
9:18a
1
3/17/2004
9:19a
2
3/17/2004
9:20a
2
3/17/2004
9:21a
4
3/17/2004
9:22a
3
mi mm
9:23a
3
3/17/2004
9:24a
2
3/17/2004
9:25a
4
3/17/2004
9:42a
2
3/17/2004
9:43a
2
3/17/2004
9:44a
4
3/17/2004
9:45a
2
3/17/2004
9:46a
0
3/17/2004
9:47a
3
3/17/2004
9:48a
1
3/17/2004
9:49a
3
3/17/2004
9:50a
2
3/17/2004
9:51a
3
3/17/2004
11:53a
6
3/17/2004
11:54a
4
3/17/2004
11:55a
6
3/17/2004
11:56a
7
3/17/2004
11:57a
4
3/17/2004
11:58a
5
3/17/2004
11:59a
8
3/17/2004
12:00p
7
3/17/2004
12:01 p
6

Arc




Hi
Dir
Angle



3
NW
315



3
NW
315



5
NW
315
Stop 816


4
W
270
Start 821


5
W
270



4
W
270



2
W
270



3
W
270



7
W
270



7
WNW
292.5



4
WNW
292.5



3
WNW
292,5



5
WNW
292.5



3
WNW
292.5



4
WNW
292.5



4
WNW
292.5



5
WNW
292.5
Stop Run # 1


3.2

289.8
WNW


3
WNW
292.5
Start Run # 2


2
WNW
292.5



4
WNW
292.5



4
WNW
292.5



7
WNW
292.5



6
WNW
292.5



5
WNW
292.5



4
WNW
292.5



6
WNW
292.5
Stop 926


4
WNW
292.5
Start 942


4
WNW
292.5
Direction
Angle
6
WNW
292.5

N
0
4
WNW
292.5

Nne
22.5
1
WNW
292.5

NE
45
5
WNW
292.5

ENE
67.5
4
WNW
292.5

E
90
5
WNW
292.5

ESE
112.5
4
WNW
292.5

SE
135
4
WNW
292.5
Stop 952
SSE
157.5
9
WNW
292.5
Start 1153
S
180
6
WNW
292.5

SSW
202.5
9
WNW
292.5

SW
225
9
WNW
292.5

wsw
247.5
5
W
270

w
270
10
W
270

WNW
292.5
10
W
270

NW
315
10
W
270

NNW
337.5
9
W
270



Chandler Concrete Array W ind	Page 2
-------


Wind
Date
Time
Speed
3/17/2004
12:02p
5
3/17/2004
12:03p
8
3/17/2004
12:04p
5
3/17/2004
12:05p
4
3/17/2004
12:06p
5
3/17/2004
12:07p
7
3/17/2004
12:08p
8
3/17/2004
12:09p
6
3/17/2004
12:10p
6
3/17/2004
12:11 p
5
3/17/2004
12:12p
5
3/17/2004
12:13p
4
3/17/2004
12:14p
4
3/17/2004
12:15p
6
3/17/2004
12:16p
6
3/17/2004
12:17p
7
3/17/2004
12:18p
8
3/17/2004
12:19p
6
3/17/2004
12:20p
6
3/17/2004
12:21p
5
3/17/2004
12:22p
5
3/17/2004
1:11p
5
3/17/2004
1:12p
3
3/17/2004
1:13p
2
3/17/2004
1:14p
3
3/17/2004
1:15p
2
3/17/2004
1:16p
5
3/17/2004
1:17p
5
3/17/2004
1:18p
6
3/17/2004
1:19p
3
3/17/2004
1:20p
4
3/17/2004
1:21 p
3
Averages

4.3
3/18/2004
12:40p
3
3/18/2004
12:41p
3
3/18/2004
12:42p
2
3/18/2004
12:43p
2
3/18/2004
12:44p
2
3/18/2004
12:45p
1
3/18/2004
12:46p
2
3/18/2004
12:47p
1
3/18/2004
12:48p
1
3/18/2004
12:49p
0
3/18/2004
12:50p
2
3/18/2004
12:51p
3
3/18/2004
12:52p
5
3/18/2004
12:53p
4
Arc
Dir	Angle
WNW	292.5
WNW	292.5
NW	315
WNW	292.5
WNW	292.5
WNW	292.5
WNW	292.5
WNW	292.5
WNW	292.5
WNW	292.5
WNW	292.5
WNW	292.5
WNW	292.5
WNW	292.5
WNW	292.5
WNW	292.5
WNW	292.5
WNW	292.5
WNW	292.5
WNW	292.5
WNW	292.5 Stop 1223
WNW	292.5 Start 1311
WNW	292.5
WNW	292.5
WNW	292.5
WNW	292.5
WNW	292.5
WNW	292.5
WNW	292.5
WNW	292.5
WNW	292.5
WNW	292.5 Stop Run # 2
291.0 WNW
WNW	292.5 Start Run # 3
WNW	292.5
WNW	292.5
WNW	292.5
WNW	292.5
WNW	292.5
NNW	337.5
NW	315
NNW	337.5
NNW	337.5
NW	315
NW	315
WNW	292.5
WNW	292.5
Hi
13
12
8
7
7
10
13
7
8
8
7
7
8
8
10
10
10
8
11
7
7
8
5
3
5
4
6
9
8
5
5
4
6.8
5
4
3
3
4
3
4
2
2
1
5
5
8
5
Chandler Concrete Array Wind
440
-------
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-------
TV Chandler Arrays
N-i
8
NW-
-7
W-
sw-
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SE-
-3
-2
E-
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1:00 pm
3:00 pm
11:00 am
7:00 am
9:00 am
Wed Mar 17, 2004
~
Inside Temp
~
Outside Temp
~
Hi Temp Out
~
Low Temp Out
1 Wind Speed
~
Hi Wind Speed
¦
Wind Dir
~
Wind Chill
~
Rain
-------
*£*
-------
APPENDIX D5
CONCRETE SUPPLY TRUCK MIX
WIND SPEED AND DIRECTION DATA
-------


Avg Wind
Wind
Arc



Date
Time
Speed
Hi
Dir
Angle


5/12/2004
7:50a
2
3
SSE
157,5
Start Run # 1

5/12/2004
7:51a
1
2
SSE
157.5


5/12/2004
7:52a
1
2
SSE
157.5


5/12/2004
7:53a
1
2
SSE
157.5


5/12/2004
7:54a
1
3
SSE
157.5


5/12/2004
7:55a
1
2
SSE
157.5


5/12/2004
7:56a
2
3
SSE
157.5


5/12/2004
7:57a
3
4
SSE
157.5


5/12/2004
7:58a
2
3
SSE
157.5


5/12/2004
7:59a
3
3
SSE
157.5


5/12/2004
8:00a
2
2
SSE
157.5


5/12/2004
8:01a
2
4
SSE
157.5


5/12/2004
8:02a
2
2
SSE
157.5


5/12/2004
8:03a
3
3
SSE
157.5


5/12/2004
8:04a
1
3
SSE
157.5


5/12/2004
8:05a
1
2
SSE
157.5


5/12/2004
8:06a
2
3
SSE
157.5


5/12/2004
8:07a
1
3
SSE
157.5


5/12/2004
8:08a
0
2
SSE
157.5


5/12/2004
8:09a
0
2
SSE
157.5


5/12/2004
8:10a
0
1
—



5/12/2004
8:11a
0
0
_



5/12/2004
8:12a
0
2
SSE
157.5


5/12/2004
8:13a
1
2
SSE
157.5
N
0
5/12/2004
8:14a
0
1
—

NNE
22.5
5/12/2004
8:15a
0
1
SSE
157.5
NE
45
5/12/2004
8:16a
0
0
...

ENE
67.5
5/12/2004
8:17a
0
0
—

E
90
5/12/2004
8:18a
0
0
—

ESE
112.5
5/12/2004
8:19a
1
2
SSE
157.5
SE
135
5/12/2004
8:20a
0
1
SSE
157.5
SSE
157.5
5/12/2004
8:21a
0
0
—

S
180
5/12/2004
8:22a
0
1
—

SSW
202.5
5/12/2004
8:23a
1
2
SSE
157.5
sw
225
5/12/2004
8:24a
2
3
SSE
157.5
wsw
247.5
5/12/2004
8:25a
2
3
SSE
157.5
w
270
5/12/2004
8:26a
2
3
SSE
157.5
WNW
292.5
5/12/2004
8:27a
2
3
SSE
157,5
NW
315
5/12/2004
8:28a
0
1
SSE
157.5
NNW
337.5
5/12/2004
8:29a
0
0
—



5/12/2004
8:30a
0
1
SSE
157.5


5/12/2004
8:31a
2
3
SSE
157.5


5/12/2004
8:32a
2
4
SSE
157.5


5/12/2004
8:33a
2
3
SSE
157.5


5/12/2004
8:34a
3
4
SSE
157.5


5/12/2004
8:35a
2
3
SSE
157.5


5/12/2004
8:36a
2
3
SSE
157.5


5/12/2004
8:37a
1
2
SSE
157.5


5/12/2004
8:38a
1
2
SSE
157.5


5/12/2004
8:39a
2
3
SSE
157.5


Concrete Supply Array Wind Data
445
-------


Avg Wind
Wind
Arc



Date
Time
Speed
Hi
Dir
Angle


5/12/2004
8:40a
1
2
SSE
157.5


5/12/2004
8:41a
1
2
SSE
157.5


5/12/2004
8:42a
1
2
SSE
157.5


5/12/2004
8:43a
1
2
SSE
157.5


5/12/2004
8:44a
0
1
SSE
157.5


5/12/2004
8:45a
0
0
—



5/12/2004
8:46a
1
1
SSE
157.5


5/12/2004
8:47a
0
1
SSE
157.5


5/12/2004
8:48a
0
1
SSE
157.5


5/12/2004
8:49a
0
1
SSE
157.5


5/12/2004
8:50a
1
2
s
180


5/12/2004
8:51a
0
1
s
180
Stop Run # 1

Averages

1.05
1.98
SSE
158.3654


5/12/2004
10:07a
1
1
WSW
247.5
Start Run #2

5/12/2004
10:08a
1
2
WSW
247.5


5/12/2004
10:09a
1
2
w
270


5/12/2004
10:10a
2
2
w
270


5/12/2004
10:11a
1
2
WNW
292.5


5/12/2004
10:12a
1
2
WNW
292.5


5/12/2004
10:13a
0
1
s
180


5/12/2004
10:14a
0
1
s
180


5/12/2004
10:15a
2
3
s
180
N
0
5/12/2004
10:16a
4
4
SE
135
NNE
22.5
5/12/2004
10:17a
2
4
SE
135
NE
45
5/12/2004
10:18a
1
3
SE
135
ENE
67.5
5/12/2004
10:19a
3
4
SE
135
E
90
5/12/2004
10:20a
3
4
SE
135
ESE
112.5
5/12/2004
10:21a
2
4
SE
135
SE
135
5/12/2004
10:22a
2
3
SE
135
SSE
157.5
5/12/2004
10:23a
1
2
SE
135
S
180
5/12/2004
10:24a
1
3
SE
135
ssw
202.5
5/12/2004
10:25a
3
5
SE
135
sw
225
5/12/2004
10:26a
2
3
SE
135
WSW
247.5
5/12/2004
10:27a
2
3
SE
135
w
270
5/12/2004
10:28a
1
3
SE
135
WNW
292.5
5/12/2004
10:29a
2
3
SE
135
NW
315
5/12/2004
10:30a
2
3
SE
135
NNW
337.5
5/12/2004
10:31a
2
3
SE
135


5/12/2004
10:32a
3
4
SE
135


5/12/2004
10:33a
2
4
SE
135


5/12/2004
10:34a
1
2
SE
135


5/12/2004
10:35a
1
1
SE
135


5/12/2004
10:36a
1
2
SE
135


5/12/2004
10:37a
1
2
SSE
157.5


5/12/2004
10:38a
1
2
SSE
157.5


5/12/2004
10:39a
1
2
S
180


5/12/2004
10:40a
2
3
S
180


Concrete Supply Array Wind Data	Page 2
-------


Avg Wind
Wind
Arc


Date
Time
Speed
Hi
Dir
Angle

5/12/2004
10:41a
3
3
S
180

5/12/2004
10:42a
1
2
S
180

5/12/2004
10:43a
1
3
W
270

5/12/2004
10:44a
1
2
W
270

5/12/2004
10:45a
1
3
w
270

5/12/2004
10:46a
2
4
S
180

5/12/2004
10:47a
1
1
S
180

5/12/2004
10:48a
1
2
S
180

5/12/2004
10:49a
2
3
s
180

5/12/2004
10:50a
1
2
s
180

5/12/2004
10:51a
1
2
s
180

5/12/2004
10:52a
1
2
ssw
202.5

5/12/2004
10:53a
0
2
ssw
202.5

5/12/2004
10:54a
0
1
ssw
202.5

5/12/2004
10:55a
1
2
ssw
202.5

5/12/2004
10:56a
1
1
ssw
202.5

5/12/2004
10:57a
0
1
ssw
202.5

5/12/2004
10:58a
1
2
ssw
202.5

5/12/2004
10:59a
1
2
ssw
202.5

5/12/2004
11:00a
2
3
ssw
202.5

5/12/2004
11:01a
2
4
ssw
202.5

5/12/2004
11:02a
3
4
sw
225

5/12/2004
11:03a
2
4
sw
225

5/12/2004
11:04a
2
4
wsw
247.5

5/12/2004
11:05a
2
5
wsw
247.5

5/12/2004
11:06a
1
2
wsw
247.5
Stop Run # 2
Averages

1.48
2.63
s
185.6

5/13/2004
9:06a
1
2
sw
225
Start Run #3
5/13/2004
9:07a
1
1
sw
225

5/13/2004
9:08a
1
2
sw
225

5/13/2004
9:09a
2
3
sw
225
N
5/13/2004
9:10a
1
2
sw
225
NNE
5/13/2004
9:11a
1
3
sw
225
NE
5/13/2004
9:12a
1
2
sw
225
ENE
5/13/2004
9:13a
1
2
sw
225
E
5/13/2004
9:14a
2
3
sw
225
ESE
5/13/2004
9:15a
1
2
sw
225
SE
5/13/2004
9:16a
2
3
sw
225
SSE
5/13/2004
9:17a
2
4
sw
225
S
5/13/2004
9:18a
3
4
sw
225
SSW
5/13/2004
9:19a
2
3
sw
225
sw
5/13/2004
9:20a
1
2
sw
225
wsw
5/13/2004
9:21a
2
2
sw
225
w
5/13/2004
9:22a
0
2
sw
225
WNW
5/13/2004
9:23a
0
1
sw
225
NW
5/13/2004
9:24a
0
1
sw
225
NNW
0
22.5
45
67.5
90
112.5
135
157.5
180
202.5
225
247.5
270
292.5
315
337.5
Concrete Supply Array Wind Data
447
-------


Avg Wind
Date
Time
Speed
5/13/2004
9:25a
1
5/13/2004
9:26a
3
5/13/2004
9:27a
2
5/13/2004
9:28a
1
5/13/2004
9:29a
2
5/13/2004
9:30a
3
5/13/2004
9:31a
2
5/13/2004
9:32a
2
5/13/2004
9:33a
2
5/13/2004
9:34a
1
5/13/2004
9:35a
0
5/13/2004
9:36a
1
5/13/2004
9:37a
0
5/13/2004
9:38a
1
5/13/2004
9:39a
1
5/13/2004
9:40a
1
5/13/2004
9:41a
2
5/13/2004
9:42a
1
5/13/2004
9:43a
2
5/13/2004
9:44a
3
5/13/2004
9:45a
1
5/13/2004
9:46a
1
5/13/2004
9:47a
2
5/13/2004
9:48a
3
5/13/2004
9:49a
1
5/13/2004
9:50a
2
5/13/2004
9:51a
3
5/13/2004
9:52a
3
5/13/2004
9:53a
3
5/13/2004
9:54a
4
5/13/2004
9:55a
4
5/13/2004
9:56a
5
5/13/2004
9:57a
3
5/13/2004
10:02a
4
5/13/2004
10:03a
2
5/13/2004
10:04a
0
5/13/2004
10:05a
1
5/13/2004
10:06a
1
5/13/2004
10:07a
0
5/13/2004
10:08a
1
5/13/2004
10:09a
2
5/13/2004
10:10a
1
Averages

1.67
Arc
Dir	Angle
SW	225
S	180
S	180
S	180
SSW	202.5
SSW	202.5
WSW	247.5
WSW	247.5
WSW	247.5
WSW	247.5
WSW	247.5
WSW	247.5
WSW	247.5
WSW	247.5
WSW	247.5
WSW	247.5
WSW	247.5
WSW	247.5
SW	225
SSE	157.5
SSE	157.5
SSE	157.5
SSE	157.5
SE	135
SSE	157.5
SSE	157.5
SE	135
SE	135
SSW	202.5
SSE	157.5
SE	135
SSE	157.5
SSE	157.5 Stop @958
SE	135 Start® 1002
SE	135
SE	135
S	180
S	180
S	180
SSW	202.5
SSE	157.5
SSE	157.5 Stop Run #3
SSW	201.0
Wind
Hi
4
5
3
2
4
4
3
3
4
3
1
1
1
2
2
4
3
2
3
6
2
2
4
5
2
4
5
5
5
7
6
7
5
7
3
1
2
1
1
2
4
2
3.05
Concrete Supply Array Wind Data
448
-------
CS Array
NW
SW
lr\ S-
42*
CD
8:00 am
9:00 am
Wed May 12, 2004
10:00 am
11:00 am
~	Inside Temp
~	Hi Wind Speed
~ Outside Temp
¦ Wind Dir
~	Hi Temp Out
~	Wind Chill
~	Lew Temp Out
~	Rain
-------
CS Array
hh
NW~
-4
W-
SW
_-a -c
O Q.
o
"•-f
o
c.
"D
o
¦o
c
5
TJ
SE-
NE
9:00 am
10:00 am
11:00 am
Thu May 13, 2004
1:00 pm
12:00 pm
~
Inside Temp
~
Outside Temp
~
Hi Temp Out
~
Low Temp Out
¦ Wind Speed
~
Hi Wind Speed
¦
Wind Dir
~
Wind Chill
~
Rain
-------
APPENDIX D6
RMC CENTRAL MIX
WIND SPEED AND DIRECTION DATA
-------


AVG Wind
Wind
Arc



Date
Time
Speed
Hi
Dir
Angle


5/19/2004
8:10a
8
14
WSW
247.5
Start Run # 1

5/19/2004
8:11a
6
10
WSW
247.5


5/19/2004
8:12a
6
12
W
207


5/19/2004
8:13a
4
9
W
207


5/19/2004
8:14a
4
11
W
207


5/19/2004
8:15a
3
7
SW
225


5/19/2004
8:16a
3
8
WSW
247.5


5/19/2004
8:17a
2
7
W
270


5/19/2004
8:18a
5
12
SW
225


5/19/2004
8:19a
2
7
WSW
247.5


5/19/2004
8:20a
9
18
W
270


5/19/2004
8:21a
3
9
W
270


5/19/2004
8:22a
3
9
W
270


5/19/2004
8:23a
1
2
W
270


5/19/2004
8:24a
2
7
W
270


5/19/2004
8:25a
0
1
W
270
N
0
5/19/2004
8:26a
5
7
W
270
NNE
22.5
5/19/2004
8:27a
5
10
W
270
NE
45
5/19/2004
8:28a
4
10
w
270
ENE
67.5
5/19/2004
8:29a
13
18
w
270
E
90
5/19/2004
8:30a
7
14
w
270
ESE
112.5
5/19/2004
8:31a
2
5
WNW
292.5
SE
135
5/19/2004
8:32a
3
9
WNW
292.5
SSE
157.5
5/19/2004
8:33a
4
10
W
270
S
180
5/19/2004
8:34a
10
16
W
270
ssw
202.5
5/19/2004
8:35a
8
12
WSW
247.5
SW
225
5/19/2004
8:36a
10
23
W
270
WSW
247.5
5/19/2004
8:37a
7
16
W
270
w
270
5/19/2004
8:38a
14
22
w
270
WNW
292.5
5/19/2004
8:39a
9
17
WSW
247.5
NW
315
5/19/2004
8:40a
11
21
w
270
NNW
337.5
5/19/2004
8:41a
17
26
WSW
247.5


5/19/2004
8:42a
15
24
WSW
247.5


5/19/2004
8:43a
11
22
w
270


5/19/2004
8:44a
4
13
WSW
247.5


5/19/2004
8:45a
4
10
w
270


5/19/2004
8:46a
9
21
w
270


5/19/2004
8:47a
8
16
w
270


5/19/2004
8:48a
7
12
WSW
247.5


5/19/2004
8:49a
12
20
w
270


5/19/2004
8:50a
15
31
WSW
247.5


5/19/2004
8:51a
11
20
WSW
247.5


5/19/2004
8:52a
10
15
WSW
247.5


5/19/2004
8:53a
11
22
w
270


5/19/2004
8:54a
11
22
w
270


5/19/2004
8:55a
1
5
WSW
247.5


5/19/2004
8:56a
7
15
w
270


5/19/2004
8:57a
6
13
w
270


5/19/2004
8:58a
8
27
w
270


5/19/2004
8:59a
8
17
WSW
247.5


RMC Array Wind Data
452
-------


AVG Wind
Wind
Arc



Date
Time
Speed
Hi
Dtr
Angle


5/19/2004
9:00a
9
22
W
270


5/19/2004
9:01a
12
18
W
270


5/19/2004
9:02a
8
12
WNW
292.5


5/19/2004
9:03a
5
10
W
270


5/19/2004
9:04a
4
10
W
270


5/19/2004
9:05a
3
6
W
270


5/19/2004
9:06a
11
17
W
270


5/19/2004
9:07a
7
13
W
270


5/19/2004
9:08a
8
16
W
270


5/19/2004
9:09a
11
22
W
270
Stop Run #1

Averages

7,1
14.2
W
260.85


5/19/2004
10:08a
4
8
WSW
247.5
Start Run #2

5/19/2004
10:09a
7
15
W
270


5/19/2004
10:10a
10
20
W
270


5/19/2004
10:11a
4
10
W
270


5/19/2004
10:12a
3
16
W
270


5/19/2004
10:13a
2
5
NE
45


5/19/2004
10:14a
3
9
W
270


5/19/2004
10:15a
3
9
W
270
N
0
5/19/2004
10:16a
7
19
W
270
NNE
22.5
5/19/2004
10:17a
4
9
W
270
NE
45
5/19/2004
10:18a
4
11
W
270
ENE
67.5
5/19/2004
10:19a
5
10
W
270
E
90
5/19/2004
10:20a
3
8
W
270
ESE
112.5
5/19/2004
10:21a
4
21
W
270
SE
135
5/19/2004
10:22a
4
10
W
270
SSE
157.5
5/19/2004
10:23a
3
7
W
270
S
180
5/19/2004
10:24a
2
8
W
270
SSW
202.5
5/19/2004
10:25a
3
12
W
270
SW
225
5/19/2004
10:26a
4
11
W
270
WSW
247.5
5/19/2004
10:27a
3
11
W
270
w
270
5/19/2004
10:28a
4
12
W
270
WNW
292.5
5/19/2004
10:29a
2
9
w
270
NW
315
5/19/2004
10:30a
4
10
w
270
NNW
337.5
5/19/2004
10:31a
3
8
sw
225


5/19/2004
10:32a
6
14
WSW
247.5


5/19/2004
10:33a
7
14
WSW
247.5


5/19/2004
10:34a
2
8
ssw
202.5


5/19/2004
10:35a
4
9
WSW
247.5


5/19/2004
10:36a
8
12
w
270


5/19/2004
10:37a
7
12
sw
225


5/19/2004
10:38a
5
8
WSW
247.5


5/19/2004
10:39a
8
14
w
270


5/19/2004
10:40a
10
16
WSW
247.5


5/19/2004
10:41a
4
10
w
270


5/19/2004
10:42a
3
9
w
270


RMC Array Wind Data	Page 2
-------


AVG Wind
Wind
Arc



Date
Time
Speed
Hi
Dir
Angle


5/19/2004
10:43a
5
12
W
270


5/19/2004
10:44a
3
8
W
270


5/19/2004
10:45a
4
9
WSW
247.5


5/19/2004
10:46a
4
9
SW
225


5/19/2004
10:47a
6
10
W
270


5/19/2004
10:48a
4
7
W
270


5/19/2004
10:49a
3
6
W
270


5/19/2004
10:50a
7
11
WSW
247.5


5/19/2004
10:51a
5
10
WSW
247.5


5/19/2004
10:52a
1
6
W
270


5/19/2004
10:53a
5
10
W
270


5/19/2004
10:54a
10
16
WSW
247.5


5/19/2004
10:55a
4
7
W
270


5/19/2004
10:56a
2
5
SSW
202.5


5/19/2004
10:57a
0
8
s
180


5/19/2004
10:58a
9
13
w
270


5/19/2004
10:59a
3
7
sw
225


5/19/2004
11:00a
3
6
w
270


5/19/2004
11:01a
4
9
w
270


5/19/2004
11:02a
4
13
w
270
Stop @1103

5/19/2004
11:06a
8
14
WNW
292.5
Start @1108

5/19/2004
11:08a
3
8
W
270


5/19/2004
11:09a
5
13
w
270


5/19/2004
11:10a
3
12
w
270


5/19/2004
11:11a
1
6
w
270
Stop Run # 2

Averages

4.42
10.5
WSW
256.13


5/20/2004
8:52a
2
6
w
270
Start Run # 3

5/20/2004
8:53a
3
8
w
270


5/20/2004
8:54a
2
5
w
270


5/20/2004
8:55a
2
3
w
270
N
0
5/20/2004
8:56a
3
6
w
270
NNE
22.5
5/20/2004
8:57a
2
4
wsw
v 247.5
NE
45
5/20/2004
8:58a
4
6
w
270
ENE
67.5
5/20/2004
8:59a
2
3
w
270
E
90
5/20/2004
9:00a
2
7
w
270
ESE
112.5
5/20/2004
9:01a
4
7
w
270
SE
135
5/20/2004
9:02a
4
8
w
270
SSE
157.5
5/20/2004
9:03a
5
8
w
270
S
180
5/20/2004
9:04a
2
5
w
270
SSW
202.5
5/20/2004
9:05a
2
4
w
270
sw
225
5/20/2004
9:06a
0
2
w
270
wsw
247.5
5/20/2004
9:07a
1
4
WSW
247.5
w
270
5/20/2004
9:08a
2
5
W
270
WNW
292.5
5/20/2004
9:09a
3
6
w
270
NW
315
5/20/2004
9:10a
1
8
wsw
247.5
NNW
337.5
5/20/2004
9:11a
5
8
wsw
247.5


RMC Array Wind Data	Page 3
-------


AVG Wind
Wind
Arc



Date
Time
Speed
Hi
Dir
Angle


5/20/2004
9:12a
1
6
WSW
247.5


5/20/2004
9:13a
3
9
W
270


5/20/2004
9:14a
4
8
W
270


5/20/2004
9:15a
4
8
W
270


5/20/2004
9:16a
2
8
W
270


5/20/2004
9:17a
2
7
W
270


5/20/2004
9:18a
2
6
W
270


5/20/2004
9:19a
0
2
W
270


5/20/2004
9:20a
0
2
W
270


5/20/2004
9:21a
0
1
W
270


5/20/2004
9:22a
0
1
WSW
247.5


5/20/2004
9:23a
1
4
WSW
247.5


5/20/2004
9:24a
1
3
WSW
247.5
N
0
5/20/2004
9:25a
1
4
W
270
NNE
22.5
5/20/2004
9:26a
1
4
WSW
247.5
NE
45
5/20/2004
9:27a
1
4
W
270
ENE
67.5
5/20/2004
9:28a
1
3
WSW
247.5
E
90
5/20/2004
9:29a
1
5
WSW
247.5
ESE
112.5
5/20/2004
9:30a
1
5
w
270
SE
135
5/20/2004
9:31a
3
6
w
270
SSE
157.5
5/20/2004
9:32a
0
3
WSW
247.5
S
180
5/20/2004
9:33a
2
5
WSW
247.5
SSW
202.5
5/20/2004
9:34a
2
6
w
270
SW
225
5/20/2004
9:35a
0
1
w
270
WSW
247.5
5/20/2004
9:36a
1
4
N
360
w
270
5/20/2004
9:37a
1
4
N
360
WNW
292.5
5/20/2004
9:38a
0
0
—

NW
315
5/20/2004
9:39a
1
4
E
90
NNW
337.5
5/20/2004
9:40a
0
3
WSW
247.5


5/20/2004
9:41a
0
1
w
270


5/20/2004
9:42a
0
0
—



5/20/2004
9:43a
0
0
—



5/20/2004
9:44a
1
5
w
270


5/20/2004
9:45a
1
3
w
270


5/20/2004
9:46a
0
2
SW
225


5/20/2004
9:47a
0
0
—



5/20/2004
9:48a
0
1
WSW
247.5


5/20/2004
9:49a
0
1
—



5/20/2004
9:50a
0
0
—



5/20/2004
9:51a
0
0
—



5/20/2004
9:52a
1
3
ESE
112.5
Stop Run # 3

Averages

1.48
4.18

260.0


RMC Array Wind Data
* •** (M
45»
-------
RMCARY
cn
a:
NW-
SW-
c
o
o
a SH
TJ
C
8:00 am
10:00 am
Wed May 19, 2004
11:00 am
r 18
-16
-14
-12
-10
9:00 am
SI
Q.
E
¦
TJ
0)
d)
Q.
to
TJ
C
12:00 pm
~
Inside Temp
~
Outside Temp
~
Hi Temp Out
~
Low Temp Out
¦ Wind Speed
~
Hi Wind Speed
¦
Wind Dir
~
Wind Chill
~
Rain
-------
RMCARY
r9
-8
NW-
-7
-6
SW-
T3
SE
NE-
12:00 pm
11:00 am
9:00 am
10:00 am
Thu May 20, 2004
8:00 am
~
Inside Temp
~
Outside Temp
~
Hi Temp Out
~
Lew Temp Out
¦ Wind Speed
~
Hi Wind Speed
¦
Wind Dir
~
Wind Chill
~
Rain
-------
APPENDIX E
EQUIPMENT CALIBRATION DATA
-------
APPENDIX El
RMCC TRUCK MIX &
RMCC CENTRAL MIX
EQUIPMENT CALIBRATION DATA
-------
TEOM Verification/Audit Procedures
Plant Name: fecety OTotf j CoCCCe^E CJ).	Client: hiR/^CA	
Job No.:^ City/State: CoA| t Ni C	Personnel 7~H~&
Date \Zlij 03 	Time lM65	Sampler Serial Number l/p
Calibration Constant_		Instrument Type_ flft	
Constant A 3)	 Constant B A03	
Audit Parameter
Reference
Measurement
TEOM
Measurement
Difference
Tolerances
Allowed
Meets
Tolerances
<
Main Flow
Leak Check
N/A
0.0^
N/A
Less Than
0.15 L/min
1/
Auxiliary Flow
Leak Check
N/A
0.23-
N/A
Less Than
0.60 L/min
tX
Ambient
Temperature
ZO.Cp °c
ZO.°l °c
0.3 °c
± 2°C

Ambient
Temperature1
213/* °k
N/A
N/A
N/A
N/A
Ambient
Pressure
.3 mm Hg
*9"5I .£p mmHg
2*3 mmHg
± 10 mmHg

Ambient
Pressure1
OfiBb atm
N/A
N/A
N/A
N/A
Total Flow
Rate, Audit
Qact
)6>H*i L/mk
\6>.6H L/min
0.1 5 L/min
16.67
± 1.0 L/min

Main Flow
Rate, Audit
Qact2
zf)e L/min
Z?f\ L/min
0 -O | L/min
3.0
± 0.2 L/min
U-"
Main Flow
Leak Check
N/A
0,06
N/A
Less Than
0.15 L/min

Auxiliary Flow
Leak Check
N/A
©£>
N/A
Less Than
0.60 L/min

b=
b= -oxw
Ambient temperature (°K) and pressure (atm) used for flow audit calculations.
2The end of the flow splitter must be capped to perform the main flow audit.
•	°C = 5/9 * (°F - 32)
•	°K = °C + 273
•	To convert from atmospheres to mm Hg, multiply by 760.
•	To convert from inches Hg to mm Hg, multiply by 25.4
Qact =
m
¦y{APiTam%aml,)
+ b Total Flow m= \jp
Main Flow m= QjQZUi
m and b are unit less and dependant on the calibration device
units:
Qaet = liters/minute
AP = inches W.C.
Tarab - °K
Pamb =atm
-------
cuui nut/ ic-m rn k a r tmmtmim	fHX NU. blbbbiilU3b	P. 01
IP
mi .	«—"ass
Patashnick Co., Inc.	vaimwszcws
Telefax Transmission Cover Sheet
	PAGES (including this cover sheet)
To: IZoMjfo%dl /lieCi»rlroilechn'^i'S
Fax No:			
From:	-&cdc« 'Dft 			
Re: Cd'hA,i morA" 77"()M SA) ^f)AT^Ilil0?0h
Date:		,			„	
-------
c.vv* nui; iL'Ut I II i\ V I LIWinLtI\il1U
rnA nu. qiooociuoo
r,
SERVICE REPORT 140AB TYPE CONTROL UNITS
Customer Name: 			 RN#: 3^s*Mutr>
Complete description of items received and the conditions in which they were received.
Get photos if necessary. Oft									
		!i95AF? 24-0^0)^6	_	
Print a copy of the current view screen from the customer's unit. This will be used to
record the customer's operating parameters.
Give a full description of any and all parts replaced or installed and why._	
Verify and make necessary adjustments to the following:
Check that the corcom and voltage select switches are set for proper line voltage.
Measure the voltage at TP ACIN:-3H.lO
Interface board measure and adjust the following testpoints:
+15VPC:	-15VDC:—>S.L5
+lOVDC:Jgloi +5VDC: HfU,
24VAC: 15,6.1 ACCU 24VAC: 0-6 Ut
Test ACCU Relays for proper operation.
Analog Outputs:
D/AO

Analog Inputs:
A/DO
D/Al


A/D 1
D/A2
°f

A/D2
D/A3


A/D3
D/A4


A/D4
D/A5
°!

A/D5
jQ£l



Qa

A/D6
A/D?
A/D8
A/D9:_
A/D1Q
A/DU
A/D12
A/D13
A/D 14
A/D15:
-36
J9D.
BCl
J3Cl
_aa-
Qo
_2a
Q't!
CfO
SICl
Ambient Temperature Sensor: Room Temp:U5.5 C
Probe reading adjust A/D 8:2 5 ,S	C
Ambient Pressure Sensor: Room Pressure: ,e:i^o atm
Sensor reading adjust R503: tHlF) atm
Flow Controllers: Main Flow. 0.50LPM:	I.OLPM:
4.5QLPM: '/¦ S'Xt	2.0LPM:^.go1
Offset: ¦> /1	3.QLPM: %Cml
Approved by: DB 5/10/99 Rev. A Page 1 of 2
-------
rcD~~io_cuu4 HC.y 1CUH rn i\ « r crwinuauraj
r J1A NU. DIO0O<£IUv5O
r. w
Aux Flow: 2.0LPM: X22C	15.7LPM: *$<70
18.0LPM: m,£>V	14.7LPM: M«
Offset: -¦	13.7LPM: /3.6 ?
Software Version Loaded: 3.Ql*7 	
When testing is completed verify the customer's operating parameters have been reset
from the copy of the view screen print.
140AB TYPE SENSOR UNIT
Mass Transducer Serial Number: i 3£Qe.iC,io
mxo
LOS
Sensor unit should be operated with control unit for at least a 24 hour period with, the
zero filter installed. Resolution should be +•/-5ug/mA3 from the baseline. Noise level
below 0.100. Provide printed graphs.
Technician	«•»-»«j .
Approval for shipment:^	Date: U(t? MTL,
/(Sudcrvisof/ASMSiam Supervisor)
Approved by; DB 5/10/99 Rev. A Page 2 of 2
-------
30
25
20
15
10
5
0
-5
•to
•15
•20
14>
!1-h
24116
0.3
0.25
0.2
0.15
S
o
G
-Mass Cone
-Noise
0.05
2:05 16:07:05 17:32:05 19:15:05 20:40:05 22:05:05 23:30:05 0:65:05 2:20:05 3:45:05 5:10:05
-------
I I	I I : M/AM
hKUM U1fc.KUrsfc.fc. 1 IMS I KUMfcNI S M I b»	JSS«4 !
K.


CHEROKEE INSTRUMENTS
	
	
C # 1812
PM10
NOZZLE CALIBRATION SHEET



.... T 	-


DATE
NOZZLE ID#

NOZZLE DIAMETER. DN (INCHES)


<1»
<2>
<3>
HI-LO
AVG
6/17/03
1J
0.135
0.134
0.135
0.001
0.135
6/17/03
2J
0.150
0.150
0.149
0.001
0150
6/17/03
3J
0.175
0.175
0.175
0.000
0.175
6/17/03
4J
0.178
0.179
0.178
0 001
0.178
6/17/03
§J
0.195
0.194
0.195
0.001
0.195
6/17/03
6J
0.215
0.215
0.215
0 000
0.215
6/17/03
7J
0.233
0.233
0.233
0.000
0.233
6/17/03
8J
0.263
0.263
0,263
0.000
0.263
6/17/03
9J
0.300
0.299
0.299
0.001
0 299
6/17/03
w
0.340
0.340
0.340
0000
0.340
6/17/03
iu
0.390
0.390
0.3%
0.000
0.390







parts are not interchangeable
















QA/QC
CHECK




YEl'	






EACH DIAMETER MEASURED TO WITHIN 0 001 INCHES
YES
HIGH - LOW 
-------
j i	i i issoMn
rKUM tntKUWlt I I\I2» I KUMC.IN I 5*!i* zxm
V. 3


CHEROKEE INSTRUMENTS |
	
C # 1814
PM10
NOZZLE CALIBRATION SNEET |



I
DATE
NOZZLE ID#

NOZZLE D
HAMETER, DN (INCHES)


<1»
<2>
«3>
HI-LO
AVG
6/17/03
11
0.135
0.134
0.134
0.001
0134
7/30/03
21
0.145
0.145
0.145
0.000
0.145
6/17/03
3!
0163
0.162
0.163
0.001
0.103
6/17/03
41
0.179
0.180
0.180
0.001
0.180
6/17/03
51
0.196
0.196
0.196
0.000
G.1®6
6/17/03
61
0.214
0.214
0 214
0.000
0.214
6/17/03
71
0.236
0.236
0.236
0.000
0.236
6/17/03
81
04282
0.262
0 263
0.001
0.262
6/17/03
91
0.300
0.300
0.300
0.000
0.300
6/17/03
101
0340
0.340
0.340
0000
0.340
6/17/03
111
0.390
0.390
0.390
0.000
0.390







parts are not interchangeable




I








QA/QC
CHECK ~*n

i
I


|
!
i
YES '
EACH DIAMETER MEASURED TO WITHIN =/- 0.001 INCHES
YES
HIGH - LOW 
-------
APEX INSTRUMENTS METHOD S POST-TEST CONSOLE CALIBRATION
USING CALIBRATED CRITICAL ORIFICES
3-POINT ENGLISH UNITS
Meter Console Information

Calibration Conditions

Factora/Cenverstoiis
Console Model Number
522

Oat*
Time
09/15/03


StdTemp
528
•R
Console Serial Number
702233

Barometric Pressure
29.7
In Ha

Std Press
29.92
InHg
DGM Model Number


Theoretical Critical Vacuum1
14.0
in Mb

Ki
17.647
oWtnHo
DGM Serial Number


Calibration Technician
DLS





'For valid test results, the Actual Vacuum should be 1 to 2 in. Hg greater than the Theoretical Critical Vacuum shown above.
*The Critical Orifice Coefficient K", must be entered in English units, (fts**Ria)ftin.Ma*mln>.





Calibration Data

RunTime
Metering Console
Critical Orifice

Elapsed
DGM Orifice
AM
Volume
Initial
Volume
Final
Outlet Temp
Initial
Outlet Temp
Final
Serial
Number
fToofffciont
Amb Temp
Initial
Amb Temp
Final
Actual
Vacuum

m


(W)
(W)

K*
CWe)



min
In HP
cubic feet
cubic feet
«F
°F

seeabove2
•F
°F
in Hg

11.0
0.62
728.928
734.002
77
77
F048
0.3533
76
76
17.5

11.0
0.6
734.002
739.064
77
78
FO 48
0.3S33
76
76
17.5

11.0
0.6
739.064
744.143
78
79
F048
0.3533
76
78
17.5

Results
Standardized Data
Dry Gas Meter
Drv Gas Mater
Critical Orifice
Calibration Factor
Flowiate
AH®
Value
Variation
SM&Corr
0.7SSCFM
Variation
WattMt)

(Vcr,«rt,)

(V)
(AY)

mm
(MH©)
cubic feet
dm
cubic feet
cfm


tfm
lnH20

4.960
0.451
4.986
0.453
1.005
-0.002
0.453
1,663
0.002
4.944
0.449
4.986
0.453
1.008
0.002
0.453
1.662
0.001
4.951
0.450
4.986
0.453
1.007
0.000
0.453
1.659
-0.003
Pretest Gemma
1.003
% Deviation
0.4
1.007
Y Average

1.661
AHaAvwaue
tNote For Calibration Factory, the ratio of the reading of the calibration meter to the dty gag meter, acceptable tolerance of individual values from the average Is 4-0.02.
I certify that the above Dry Gas Met<
in accordance with USEPA Methods, CFR Title 40. Part 60. Appendix A-3, Method 5,16.2.3
^-L
-------
APEX INSTRUMENTS
EPA Method 5
522 Series Meter Box Calibration
Post-Test Orifice Method
English Meter Box units, English K* Factor
Pi iertame;
Revised:
\\ACT-W2K-S0I\ACT Data\Engineering\Calibration Sheets and Programs\DRY GAS METER CALS\ACTPC
7/25/95	Version: 2.2
Model is
Serial #?
Meterbox Y, (Ga*m\a)
Date s — 				
Barcraetric Pressures 	
Theoretical critical Vacuum: -
12/19/03
29.60
{in. Hg)
{in. Hg)
t i 1111 i 11
IMPORTANT For valid test results, the Actual vacuum should be l to 2 in. Hg greater than the Theoretical
IMPORTANT Critical Vacuum shown above. The critical Orifice Coefficient, K', must be entered in English units,
IMPORTANT (ft)A3*(deg R> *0.5/( (in.Hg)• (min)}.
iftMltf t
DRY GAS METER READINGS
-CRITICAL ORIFICE READINGS-


Volume
volume
Volume
-- Initial Temps
-- Final Temps. -
Orifice
K* Orifice
Actual
-- Awbient Tenperature
dH
Time
Initial
Final
Total
Inlet
Outlet
inlet
Outlet
Serial# Coefficient
vacuum
initial
Final
Average
(in H20>
(mini
{cu ft)
(cu ft)
(cu ft)
{deg FS
(deq F)
(deg F)
(deq F)
{number) (see above)
(in Hq>
(deq F|
Edeg ¥}
-------
APEX INSTRUMENTS METHOD S POST-TEST CONSOLE CALIBRATION
USING CALIBRATED CRITICAL ORIFICES
3-POINT ENGLISH UNITS
Motor Consols Information

Calibration Conditions

Factors/Conversions
Console Mods! Number
522

Date
Time
09/15/03


StdTemp
528
°R
Console Sorial Number
802012

Barometric Pressure
29.7
in Ho

Std Press
29.92
in Ha
D6M Model Number


Theoretical Critical Vacuum1
14.0
in Hg

K,
17.647
oR/in Hg
DGM Serial Numbef


vaiii>raitoti i«cnnictan
DL.S





¥or valid test results, the Actual Vacuum should be 1 to 2 In. Hg greater than the Theoretical Critical Vacuum shown above.
*11)0 Critical Orifice Coefficient IC, must be entered In English units. (tt>**Rla)f(ln.Ha>min).





Calibration Data

RunTime
Motoring Console
Critical Orifice

Elapsed
DGM Orifice
AH
Volume
Initial
Volume
Final
Outlet Temp
Initial
Outlet Temp
Final
Serial
Number
Coefficient
AmbTemp
Initial
Ami) Temp
Final
Actual
Vacuum

m
(P-)
(Vim)


(4H«)
(AAHtt)
cubic feet
ctm
cubic feet
tfm


cftn
inHSO

5.010
0.589
5.070
0.507
1.012
0.000
0.507
1.628
0.003
5.003
0.589
5.070
0.597
1.013
0.001
0.597
1.625
0.000
6.197
0.590
6.263
0.597
1.011
-0.001
0.597
1,622
-0.003
Pretest Gamma
1.025
% Deviation
1.3
1.012
Y Average

1.625
aH® Average
I Note. For CaWnHon Factor V. the ratio of the reading af the calibration meter to tfie dry gas meter. acceptable tolerance of individual values from the average is ~•0.02.
I certify that the above Dry Gas Meter
USEPA Methods. CFR Title 40, Part 60. Appendix A-3, Method 5,16.2.3

-------
APEX INSTRUMENTS
EPA Method 5
522 Series Meter Box Calibration
Post-Test Orifice Method
English Meter Box Units, English K' Factor
Filenames \\ACT-W2K-S0l\ACT Data\Engineering\Calibration Sheets and Programs\DR¥ GAS METER CALS\ACTPC
Revised? 7/25/95	Versions 2.2
Model #i
Serial N>
Meterbox Y, (Gatrcnaj
Date $ 	>
Barometric Pressures 	>
Theoretical Critical Vacuum*—>
12/19/03
29*60

lllllllll
IMPORTANT For valid test results, the Actual vacuum should be l to 2 in. Hg greater than the Theoretical
IMPORTANT Critical Vacuum shown above. The Critical Orifice Coefficient, K1, must be entered in English units,
IMPORTANT (ft) "3* (deg R)A0.5/Uin.Hg) * (minM .
11!! i it l!
DRY GAS METER READINGS
-CRITICAL ORIFICE READINGS-
Volume
Initial
Volume
Final
Volume
Total
-- Initial Temps - -- Final Temps. - Orifice K» Orifice Actual -- Ambient Temperature --
Inlet Outlet inlet Chit let Serial# Coefficient Vacuum initial Final Average.
1.05
8.50
113.600
118.791
5-191
74.0
74.0
73.0
73.0
FO 55
0.4650
20.0
63.0
63.0
63.0
1.05
8 <50
118.791
123.981
5.190
73.0
73.0
72.0
72.0
FO 55
0.4650
20.0
63.0
63.0
63.0
1.05
8.50
123,981
129.173
5.192
72,0
72.0
72.0
72.0
FO 55
0.4650
20.0
63.0
63.0
63.0
802012
*************************************************** RESULTS **************************************************
--- DRY OAS METER ---			ORIFICE -		-- DRY GAS METER --			ORIFICE
VOLUME
VOLUME
VOLUME
VOLUME
VOLUME
CALIBRATION FACTOR
CALIBRATION
FACTOR

CORRECTED
CORRECTED
CORRECTED
CORRECTED
NOMINAL
Y

dH©

Vo»(8td)
Vm(std)
Vcr(std)
Vcr(std)
Vcr
Value Variation
Value
Value
/ariation
(cu ft)
(liters)
(cu ft)
(liters)
(cu ft)
{number) (number)
(in H20)
(mm H20)(in H20)
5.094
144.3
5.116
144.9
5.124
1,004 0.002
1.596
40.55
-0.002
5.102
144.5
S.116
144.9
5.124
1.003 0.000
1.599
40.63
0.000
5.109
144.7
5.116
144.9
S.124
1.001 -0.001
1.601
40.66
0.002
1.599 40.61 Average
dH®
Note; Acceptable tolerance of average Calibration Factor {Y} to pre-test calibration Y is ~- 5 percent.
Average Y, (Gamma)
1.003
Percent Deviation from Pre-t«
2.17
.. 12--11-o3
-------
Air Control Techniques, P.C,
Probe Stack Thermocouple Calibrations
Date:
12/6/2004
Performed by:
. rm
Signature

Thermocouple I.D.
ACT, P.C. *
Reference *
Stack 3A
47
46
Stack 3A
67
66
Stack 3A
172
172



Stack 3A
47
46
Stack 3A
65
66
Stack 3A
176
172
* = Degrees Fahreheit
Probe 3A Stack Thermocouple Calibration
0
-C
C
£
..f*
i£ 100
0	50	100	150	200
ACTPC Reading in, Degrees Fahrenheit
Probe 3B Stack Thermocouple Calibration
R = 0.9996
CD
LL
150
200
0
100
50
ACTPC Reading in, Degrees Fahrenheit
-------
Type S Pitot Tube Inspection
Air Control Techniques, P.C.
Daie iSob-aX.
Identiflcation Information
Client
Plant Name
City
SDESII

t
-------
Type S Pitot Tube Inspection
Air Control Techniques, P.C.
Date
5'0(rOZ.
Identification Information
Client
Plant Name
City
CCnJ
£
&

Job
Process
State
Nl A
12£l
too
Pitot ID! B-B
Inspection Results

Qt iMt Q4
OWMMiClliHgJmtpelUMlfM 	'rv:
Jtm
ialMmMng jJj m4 fk

Inspection Data
dtiKiWnjy thu
Level and Perpendicular?
^*5
Obstruction?

Damaged?
K30
a1 (-10* So1 S+10*)
n>
a2(-10" s»a2 S+10*)
A _
P1 (-5* Sp1S + 5#)
-1
(J2 (-5® S 32 S + 5°)

Y

e

z=A tan y {s0.125 inches)

w=A tan 6 (£0.03125 inches)

D1 (3/16 inch SD1* 3/8 inch)
^.3~r5"
A

A/2D1 (1.05 £ PA/D1 £ 1.5)
t.i-1


Notes
Pitot Coefficient
Notes
Coefficient of 0.84 Assigned?! \| $£
Inspection Personnel! nt_5"
Form ACTPC Pi-2
-------
APPENDIX E2
S.T. WOOTEN CENTRAL MIX &
CHANDLER CONCRETE TRUCK MIX
EQUIPMENT CALIBRATION DATA
-------
TEOM Verification/Audit Procedures
Plant Name:5~f	(Chandfef		Client: NftMCA
Job No,:_S23__ City/State:OxTy jMC	Personnel :"ff0
Date 3h Ion 	Time \"-t'3Q	Sampler Serial Number;
Calibration Constant	Instrument Type_ _.Aa_
Constant A__ 3.QO Constant B
Audit Parameter
Reference
Measurement
TEOM
Measurement
Difference
Tolerances
Allowed
Meets
Tolerances
V
Main Flow
Leak Check
N/A
0.0"*
N/A .
Less Than
0.15 L/min
\y
Auxiliary Flow
Leak Check
N/A
O-OG
N/A
Less Than
0.60 L/min
\s
Ambient
Temperature
tt.H °c
\°i?c °c
03 *c
± 2°C
i/
Ambient
Temperature1
oW-H °K
N/A
N/A
N/A
N/A
Ambient
Pressure
1&33 mmHft
^ mmHg
mmHR
± 10 mmHg

Ambient
Pressure1
1 .OC^ atm
N/A
N/A
N/A
N/A
Total Flow
Rate, Audit
Qact

L/min
0.11 L/min
16.67
± 1.0 L/min

Main Flow
Rate, Audit
Qact2
3,0(2 L/min
3.00 L/min
0.012, L/min
3.0
± 0.2 L/min
vX
Main Flow
Leak Check
N/A
0.0b
N/A
Less Than
0.15 L/min
k/
Auxiliary Flow
Leak Check
N/A
o.io
N/A
Less Than
0.60 L/min
\J
1 Ambient temperature (°K ) and pressure (atm) used for flow audit calculations.
2The end of the flow splitter must be capped to perform the main flow audit.
•	°C = 5/9 * (°F - 32)
•	°K = °C + 273
•	To convert from atmospheres to mm Hg, multiply by 760.
•	To convert from inches Hg to mm Hg, multiply by 25.4
Qact =
m
(AP\Tamby^

Pamb)
+ b Total Flow m- 0.3ft \Ip
Main Flow m=
m and b are unit less and dependant on the calibration device
units:
Qact = liters/minute
AP = inches W.C.
Tamb = °K
Pamb = atm
475
b=
-------
Rupprecht & Patashnick Co.
25 Corporate Circle
Albany, NY 12203 USA
Phone: (518)452-0065
Fax: (518) 452-0067
Email: Support@RPCO.Com
Unit Serial Number: 140AB
Part Number	Description	Qty Ship
/57-003269-0120
Control unit w/ 10m interconnect cable
1

/57-002816
Sensor Unit 140AB
1

/59-003333
Accessory Package 140AB
1
4/
/59-003537
In-line filter System Package
1
J
/07-000593
Power cord (120V only)
1
¦y
* /36-000447
Tripod snow shoes
1
—
* /10-000441
Support Tripod
1
.—
/3 6-000733-0001
Sample Tube extension lm
2
v/
/57-001667
Flow Splitter assembly
1
~
/10-001404
Pump, Piston 240VAC
1

/10-001403
Pump, Piston 120VAC
1

* Denotes optional items as per request by Marketing
Breakdown of Packages:
/59-003333 Accessory Package 140AB
/07-000587	Cable RS232 M/F 9Pin 10 Ft
/06-000590-0015	Connector 'D' 15 Pin male
/06-000592-0015	Shell, connector 'D' 15 pin
751 -001079	Cable adapter, serial 9 to 25
/51-002814	Cable Assy, Null modem 9 to 25
/38-003304	Brackets, Rack Mount
/59-003349	Manual Package 1400AB
/30-002924	Hex Key Set 7 Piece
/24-000483	Tubing, 3/8 OD Nylon Green
/24-000483-0005 . tubing, 3/8 OD x 5m
/57-G07225-0020	Filters, TX40, Box of 20 TEOM
/55-002013-0001	Filter Tool (Black Grip)
/57-001243	Flow Audit Adapter Kit
. /21-000834-0006	Screw, SS. #10-32 x 3/8 Slot
720-003352	Box, Shpng 15 1/8x11 1/8x4
/59-003524	Software Packet, Series 1400AB
1	-/
2/
2	/ ¦
1/
2\S
1/
•/
iv
\S
6
476
-------
24147
30
25
20
15
10
- 0.3
0.25
0.2
0.15
0.1
0.05
f>
©
«
o
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¦Mass Cone
¦ Noise
14:26:05 15:45:05 17:04:05 18:23:05 19:42:05 21:01:05 22:20:05 23:54:05 1:13:05 2:32:05 3:51:05 5:10:05
-------
SERVICE REPORT 140AB TYPE CONTROL UNITS
iilJLu
RN#: Pern a
Customer Name:_
Complete description of items received and the conditions in which they were received.
Get photos if necessary.	'	10 M- cMr,	T,*,a -	Attf
Q*\Uu-t dAt-f - a r.ff>s<>cAA,	ftffz. t/hCp)l	r	fjtM'—	Jh
I Mf J~Ca fk4~ts) kS ~~ - (0 i A itJ- * 	12-0 ^jotr

I „
C 6<\0
owe
NOAfi>	n?j) t
+
V/4-7
i
Print a copy of the current view screen from the customer's unit. This will be used to
record the customer's operating parameters.
Give a full description of any and all parts replaced or installed and why, {j (mJed U( j*s
gp^altfj t St(+,AIA*S "		\k\Vr	rc*£e uA A-h dM ft o^j r.ost -frerf A
	Ai
CqLL raA-Cd
£aaJ ^
aA *
Ti tAi/kA.
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-------
24147
C
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+3
m
w
C
©
o
c
o
o
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y)
rs
E
0,25
" I 11—:_ 4- ¦ if-' .	¦ j ¦¦	" "' ——. ———,	•	MWHRUHVHJUUiMMunvHtwniwMflMmmimHWMtnsfimmaiiHiiniiiiiiiKinii
a>
*»f»
0.15
«
BJ
o
c
• Mass Cone
-Noise
0.05
0:00:05 0:52:05 1:44:05 2:36:05 3:28:05 4:20:05 5:12:05 6:04:05 6:56:05 7:48:05 8:40:05
-------
TEOM Verification/Audit Procedures
Plant Name; 5-MOodeN /cwwlterCpAOpete _Client: MRmcrt	
JobNo.:gTt City/State:CaP\j) NIC.	 	Personnel: jm	
Date ZjZ^lCH	Time\H 5°1	Sampler Serial Number
Calibration Constant I2B1P	 	Instrument Type_
Constant A_
3.ob _ Constant B	jL otD
Audit Parameter
Reference
Measurement
TEOM
Measurement
Difference
Tolerances
Allowed
Meets
Tolerances
V
Main Flow
Leak Check
N/A
0-03
N/A
Less Than
0.15 L/min
V~
Auxiliary Flow
Leak Check
N/A
OV\
N/A
Less Than
0.60 L/min

Ambient
Temperature
2O »c
ZD-5 °c
0.5 oC
± 2°C
1/
Ambient
Temperature1
2^3 °k
N/A
N/A
N/A
N/A
Ambient
Pressure
mm Hg
lr50$ mmHg
^ mm Hg
± 10 mm Hg
yS
Ambient
Pressure1
03*15 ato
N/A
N/A
N/A
N/A
Total Flow
Rate, Audit
Qact
\{p31 L/mia
1 (ptiyk L/min
L/min
16.67
± 1.0 L/min
IX
Main Flow
Rate, Audit
Qact2
L/min
3-od L/min
O.O3 L/min
3.0
± 0.2 L/min
IX
Main Flow
Leak Check
N/A
OA2
N/A
Less Than
0.15 L/min
I/*
Auxiliary Flow
Leak Check
N/A
o. Z3
N/A
Less Than
0.60 L/min
u»«-
1 Ambient temperature (°K) and pressure (atm) used for flow audit calculations,
2The end of the flow splitter must be capped to perform the main flow audit.
•	°C = 5/9 * (°F - 32)
•	°K = °C + 273
•	To convert from atmospheres to mm Hg, multiply by 760.
•	To convert from inches Hg to mm Hg, multiply by 25.4
Qact
m
(AP%TambJ^
-\
Pamb)
+ b
Total Flow m=

Main Flow m=
b='offl3
b= 'O.Z5S3
m and b are unit less and dependant on the calibration device
units:
Qact = liters/minute
AP = inches W.C.
Tamb = °K
-------
SERVICE REPORT 140AB TYPE CONTROL UNITS
Customer Name: i ?\P
RN#: J>QMo
Complete description of items received and the conditions in which they were received.
Get photos if necessary.	m/l [() ^.~ Zftu CgU, • a ip -fe/h, */ukc. -
roalruQ D/iil- Accf fM.i^ /trlctys f\^ yI, He,	n^o (
Qf\ktiSl 0/lit AffSfM.y	iL t ic^qj
/k-ib mltr	tZv \jqU I
0U/h
itoAkil-Vf*? oto9
Print a copy of the current view screen from the customer's unit. This will be used to
record the customer's operating parameters.
Give a full description of any and all parts replaced or installed and why. MplaA-JeJ i/La ft oh ?
ShPruJAiLf ^,a((^rgirj) /}AaI(J	hdAM),	-AM ^(Qti	an hie* { tirssu*,
floe, J	C-t-A -f-rJI [ca.	(LliA (jTt Li OXJA I tL t f K-0 4f- -fif \4-rJ
Cjfxi/) sytf -j» rus-b/^c^ f-zA_ / 
-------
c
o
ys
£
c
S
c
o
o
w
w
m
E
30
25
20
15
10
-5
0.3
0.25
0.2
0.15
!/>
o
c
¦Mass Cone
• Noise
0.1
CM
oo
0.05
-20
0:00:05 0:55:05 1:50:05 2:45:05 3:40:05 4:35:05 5:30:05 6:25:05 7:20:05 8:15:05 9:10:05
24-Feb-04 24-Feb-0424-Feb-04 24-Feb-0424-Feb-04 24-Feb-0424-Feb-04 24-Feb-04 24-Feb-0424-Feb-04 24-Feb-04
-------
Rupprecht Patashnick Co.
Calibration Constant
Mass Transducer
Serial number:
1200C164030107
Mass (mg):
1 114.11
114.28
115.76
114.21
113.6
FO:
325.80545
325.80648
325.80715
325.80722
325.80834
F1:
233.3601
233.68762
232.9625
233.46324
233.73138
K0:
12760.5
12853.4
12854.7
12794.8
12786.6
Average K0:	12810
Sample Std. Dev.:	42.2
Coefficient of variation	0.33
483

AffOA/
STt
-------
23749
00
30
25
20
15
10
-5

0.3
0.25
0.2
0.15
0
»
o
C I
-Mass Cone
-Noise
0.1
0.05
21:25:05 22:35:05 23:45:05 0:55:05 2:05:05 3:15:05 4:25:05 5:35:05 6:45:05 7:55:05 9:05:05
-------
^B^ironmental
«®STRUMENT
WEC1ALISTS'LLC
Nozzle Calibration Spreadsheet
OatK
5i 13/2003

Cydone Set 1071
Unit
Dial Caiipos

Dl
02
03
m
Wttiin
AOawg.
Calibrated

Nozztel-D.
(In.)
(In.)
(in.!
(In-)
±0404 in. T
(m.)
by
Daw
1071-0
0-123
0.123
0.123
0.000
TRUE
9.1230
•— •
5/13/2003
1071-1
0.131
0.131
0.132
0.001
TRUE
0.1313

313/2003
1071-2
0.145 .,
0.147
0.146
0.002
TRUE
0.1460

5/13/2Q03
1071-3
0.163
0.163
0.163
0 000
TRUE
0.1630

5/13/2003
1071-J
Q.I7S
0.175
0.176
0.001
TRUE
0.1757

5/13/2003
1C1-5
0.195
0.19S
0.195
Q.0QQ
TRUE
0.1SSS

5/13/2003
1OT1-5
0.214
0.214
0.213
O.QOt
TRUE
0.2137

5/t3/2003
10H1-7
0.231
0.231
0.232
0.001
TRUE
0.2313

5/13/2003
10ft-8
0.259
0.259
0.259
0.000
TRUE
0.2590

5/13/3303
107V9
0.299
0.300
0.298
0.002
TRUE
0.29 90

5/13/2003
107-MO
0.341
0.340
0.341
0.001
TRUE
0.3407

5/13/2003
107t4l
0.388
0.387
0.388
0.001
TRUE
0.3877

5/13/2003
Certified Signature
QjQMth
Quality Comn*

01. 02. 03
		—rli 1 Qiameter Measurement
-------
IRONMENTAL
STRUMENT
Specialists, llc
Nozzle Calibration Spreadsheet
Oats:
5/13/2003

Cydam 3*1072
Unit
DiatCafpens
5P;.
01
4. 02 *
03
AO
Within
.\Davg.
Calibrated

Nozzle i.0.
(in.) <
- {In.}
(in.)
(in.)

(in.)
by
Date
1072-0
0.123
0.123
0,124
0.Q01
TRUE
0.1233
5/13/2003
1G72-1
0,131
0.131
0.131
0.000
TRUE
0.1310
5/13/2003
1072-2
0.145
0,145
o.i*jr
0.001
TRUE
0.1453
5/13/2003
1072-3
0.163
0.10
0.162
0.002
TRUE
0.1620
5/13/2003
1072-1
0 179
0.178
0.179
0.001
TRUE
0.178?
5/13/2003
1072-5
0.195
0.196
0.194
0.002
TRUE
0.1950
5/13/2003
TQ72-6
0.213
0217
0.216
0.004
TRUE
0.21 S3
5/13/2003
1072-7
0231
0,232
0.232
0.001
TRUE
0.2317
5(13/2003
1072-8
0259
0259
0258
0.001
TRUE
0.2537
5/13/2003
1072-9
0.230
0*290
0,290
0.000
TRUE
0.2900
5/13/2003
1072-10
0.340
0 340
Q.339
0.001
TRUE
0.3397
5/13/2003
1072-11
0.388
0.389
0.388
0.001
TRUE
0.3883
5/13/2003
Certified Signature
Nomenclature
01,02.03
ThmeflBZle Diameter Measurements
m
Maximum Difference Between An* Two

Oatftetem. (AD Camw* Exceed 0.004 in.)
AOavg
Average of 01.D2.-arid 03
az
427 Main STREET - Clavton, NC 27520 • phone: 919-550-3866 * 1 800*730-1193 * fax: 919-550-3966
WWW.EMVINSTR.COM
-------
APEX INSTRUMENTS METHOD 5 POST-TEST CONSOLE CALIBRATION
USING CALIBRATED CRITICAL ORIFICES
3-POINT ENGLISH UNITS	
Meter Console Information

Calibration Conditions

Factors/ConverMons
Console Model Number
522

Date
Time
msm


StdTenw
528
"R
Console Serial Number
11077

Barometric Pressure
29.8
In Ho

Std Press
29.92
in Hg
DOM Modal Number
522

Theoretical Critical Vacuum1
14.1
WHg

K,
17.647
ofWnHg
DGM Serial Number


Calibration Technician
DLS





'For valid lest results, the Actual Vacuum should be 1 to 2 In. Hg greater than the Theoretical Critical Vacuum shown above.
*The Critical Orifice Coefficient, K, must be entered In English units, (H>**R1ay{ki.Hg*iitln>.





Calibration Data

RunTime
Metering Console
Critical Orffice

Elapsed
DGM Orifice
AH
Volume
initial
Volume
Final
Outlet Temp
Initial
Outlet Temp
Final
Serial
Number
Coefficient
AmbTefflp
Initial
Amb Temp
Final
Actual
Vacuum

(S)


K
-------
APEX INSTRUMENTS METHOD 5 PRE-TEST CONSOLS CALIBRATION
USINQ CALIBRATED CRITICAL ORIFICES
5-POINT ENGLISH UNITS 	
Meter Console information

Calibration Conditions

Factors/Conversions
Consols Model Number
522

Dale
Time
02/04/04


Stri Temp
528
*R
Console Serial Number
802012

Barometric Pressure
30.0
in Ha

Strf Press
29.92
hHB
DGM MocM Number


Theoretical Critical Vacuum1
14.2
inHg

Ki
17.647
oR/inHg
DGM Serial Number


Calibration Technician
DLS





'For valid test results, the Actual Vacuum should be 1 to 2 In. Hg greater than the Theoretical Critical Vacuum shown above.
"The Critical Orffic* Coefficient, IC, must be entered In English units, ffi>*°R,aWln.Hg*mln).





Calibration Data

Run Tine
Metering Console
Critical Orifice

Elapsed
DGM Orifice
AH
Volume
Initial
Volume
Final
Outfet Temp
Initial
Outlet Temp
Final
Serial
Number
Cosfffcfawit
Amb Temp
Initial
Amb Temp
Final
Actual
Vacuum


(P„>
yj>
(V„*)

cubic feet
cfm
cubic feet
cfm


cfm
m H20

5.029
0.314
5.044
0.315
1.003
0.006
0.315
1.468
-0.096
5.079
0.462
5.084
0.462
1.001
0.004
0.462
1.526
-0.038
5200
0.612
5.170
0.608
0.994
-0.003
0.608
1.598
0.034
5.510
0.787
5.481
0.783
0.995
-0.002
0.783
1.613
0.049
6.521
1.087
6.467
1.078
0.992
-0.005
1,078
1.616
0.052

0.997
ay Average

1.564
AH@ Average
iNote: For Caitratkxi Factor Y, the ratio of the reading oHhe calibration rrwterlo the dry meter, acceptable tolerance of iryjwjual values from the averaae is -K>.02.
I certify that the above Dry Gas Meter was calibrated In accordance with USEPA Methods, CFR 40 Part 60, using the Precision Wet Test Meter # 11AE6,
which in turn was calibrated i^jngtRe*America'ftpell PraverJI 3785, certificate # F107, which is traceable to the National Bureau of Standards (N.I.S.T.).
-CSZ.
Signature
Date
2_-
-------
APEX INSTRUMENTS METHOD S POST-TEST CONSOLE CALIBRATION
USING CALIBRATED CRITICAL ORIFICES
3-POINT ENGLISH UNITS
Meter Con«ol« Information

waiiorauon vonufuoni

Faetors/CoitvefsloM
Console Model Number
522

Date
Time
05/28/04


StdTemp
528
°R
Console Seriiil Number
802012

Barometric Pressure
29.4
inHg

Std Press
29.92
in Ho
DOM Model Number


Theoretical Critical Vacuum1
13.9
in Ho

K,
17.647
oFWnHfl
DGM Serial Number


Calibration Technician
DLS





tens ua|I|| 4|u '!.(... 1J J 9 In It_ Mvwatav Mcsn ifi M nujudLui |/uihm. aluuu» aluuu
ror vsiio wit results, ine Actual vacuum snouia oe i toz in. ng gnmrowott 1 n&oreticai vMEicai vacuuni snown a Dove,
"The Critical Orifice Coefficient. K\ must be entered In Enelish units,





Calibration Data

RunTime
Metering Console
Critical Orifice

Elapsed
DGM Orifice
AH
Volume
Initial
Volume
Final
Outlet Temp
Initial
Outlet Temp
Final
Serial
Number
CcwfflchKit
AmbTemp
Initial
AmbTemp
Final
Actual
Vacuum

m
CP.)
{VJ

(U
(M

K*
Am,!



min
in H2O
cubic feet
cubic feet
r
op

sseabove2
°F
°F
inHg

16.0
0.26
385.670
390.840
80
80
FO40
0.2410
76
76
23.00

16.0
0.26
390.840
396.018
80
80
FO40
0.2410
76
76
23.00

16.0
0.26
396.018
401.177
80
80
FO 40
0.2410
76
76
23.00

Results
Standardized Data
Dry Gae Meter
DfySasMetar
Critical Orifice
Calibration Factor
Flowrate
AH a
Value
Variation
Std&Corr
0.7SSCFM
Variation


(Vcr,^,)
{QafrttS
(Y>
(AY)
(Qprfwnfuml)
(AH®)
(AAH®)
cubic feet
cfm
cubic feet
rtn


cfm
In H20

4.970
0.311
4.897
0.306
0.985
0.000
0.306
1.503
0.000
4.978
0.311
4.897
0.306
0.984
-0.002
0.306
1.503
0.000
4.960
0.310
4.897
0.306
0.987
0.002
0.306
1.503
0.000
Pretest Gamma
0.997
% Deviation
1.2
0.985
YAvaraoe

1.503
AH® Average
[Note: For Calibration Factor Y, (he ratio ot the reading of the calibration meter to Bie dry gas mater, acceptable tolerance of Individual values from the average Is ~•0.02.
certify that the above Dry Gas
Signature
calibrated in accoi

jth USEPA Methods. CFR Title 40. Part 60. Appendix A-3, Method 5.16.2.3
QSl	
Date

-------
Air Control Techniques, P.C.
Probe Stack Thermocouple Calibrations
Date:
12/6/2004
Performed by:
.,yr T-FP
Signature

Thermocouple I.D.
ACT, P.C. *
Reference *
Stack 3A
47
46
Stack 3A
67
66
Stack 3A
172
172



Stack 3A
47
46
Stack 3A
65
66
Stack 3A
176
172
* = Degrees Fahreheit
J
Probe 3A Stack Thermocouple Calibration
0	50	100	150	200
ACTPC Reading in, Degrees Fahrenheit
Probe 3B Stack Thermocouple Calibration
TO
C
200
^ 150
| 100
x:
1
tr
R = 0.9996
c u_

100
150
200
0
50
ACTPC Reading in, Degrees Fahrenheit
-------
Type S Pitot Tube Inspection
Air Control Techniques, P.C.
Date
Identification Information
Client
Plant Name
City



use,
Job
Process
State
±L&_
K-fi

Pitot ID
PT "Z-
Inspection Results
Dtp** Mtaatai Imt HOfcn Ik
C*f«M MleMfe^ kwt p*Mm let
fcutniMif pittf *
Inspection Date
	 1 ¦	—LA
WJ!-r-gA A e
*• ¦—	j—i>—j-
-£==!
wariinf wwrfp

Level and Perpendicular?
>«?
Obstruction?
•JO
Damaged?

a1 (-10" S a1 5 + 10*)
UM
a2 (-10® £a2 S+10")
_
m (-5* 5 P1 S + 5#)
I.I-
P2(-5° S 32 S + 5° )
1.2.
r
¦zs
e

z=A tan f (sO. 125 inches)

w=A tan 0 (£0.03125 inches)
^.
-------
APEX INSTRUMENTS METHOD 5 PRE-TEST CONSOLE CALIBRATION
USING CALIBRATED CRITICAL ORIFICES
WOINT ENGLISH UNITS
CD
TV
Results
Standardized M*
Dry Gas Mater
Dry Sat Malar
Critical OrtRca
Calibration Factor
Nowata
AH«
Value
Variation
StdiCorr
0.75 SCFM
Variation
CVmmii)
!CW«)
(Vcr,W

-------
APPENDIX E3
CONCRETE SUPPLY TRUCK MIX &
RMC CENTRAL MIX
EQUIPMENT CALIBRATION DATA
-------
TEOM Verification/Audit Procedures
Plant Name: Concrete Sn^h|		Client:
Job No. :ffR 	City/State: £ctK Hill ;SC-	 	Personnel :~ITB
Date 5*1 <)/oH	 Time 13-. 56		Sampler Serial Number 23% I
Calibration Constant \5^i>8 5	Instrument Type_ AB	
Constant A_ 3.000	Constant B_ U03Q	


Audit Parameter
Reference
Measurement
TEOM
Measurement
Difference
Tolerances
Allowed
Meets
Tolerances
Main Flow
Leak Check
N/A
O.ID
N/A
Less Than
0.15 L/min
l/
Auxiliary Flow
Leak Check
N/A
0.2Pl
N/A
Less Than
0.60 L/min
v/
Ambient
Temperature
Z.% °c
2-B.3 oC
°c
± 2°C

Ambient
Temperature1
3GI3
N/A
N/A
N/A
N/A
Ambient
Pressure
~HH.H mm Hg
W mmHg
mmHg
± 10 mmHg
v/
Ambient
Pressure1
0Pf\2> atm
N/A
N/A
N/A
N/A
Total Flow
Rate, Audit
Qact
Umin
\G>.ls?\ L/min
^ L/min
16.67
±1.0 L/min

Main Flow
Rate, Audit
Qact2
3.60^ L/min
Z^YS
L/min
3.0
± 0.2 L/min

Main Flow
Leak Check
N/A
0. 10
N/A
Less Than
0.15 L/min
V
Auxiliary Flow
Leak Check
N/A
0.30
N/A
Less Than
0.60 L/min

1 Ambient temperature (°K) and pressure (atm) used for flow audit calculations.
2The end of the flow splitter must be capped to perform the main flow audit.
•	°C = 5/9 * (°F - 32)
•	°K = °C + 273
•	To convert from atmospheres to mm Hg, multiply by 760.
•	To convert from inches Hg to mm Hg, multiply by 25.4
Qact
m
^lrambyvb
Total Flow m-0-3^1^ b=-"0»H?33
Main Flow m= 0*0	b=	3
m and b are unit less and dependant on the calibration device
units:
Qact = liters/minute
AP = inches W.C.
Tamb = °K
-------
TEOM Verification/Audit Procedures
Plant Name:Csf\Dngfe 5u.f>pRj	Client:
Job No. m _ City/State: PccK W, 11.5C-		Personnel
Date 5 Ii/IqH	Ttael352		Sampler Serial Number 23344 »
Calibration Constant		Instrument Type flft	
Constant A B.OOO	Constant B 1.030
4.a

Audit Parameter
Reference
Measurement
TEOM
Measurement
Difference
Tolerances
Allowed
Meets
Tolerances
Main Flow
Leak Check
N/A
D.OB
N/A
Less Than
0.15 L/min
sS
Auxiliary Flow
Leak Check
N/A
O.Ol
N/A
Less Than
0.60 L/min
s/
Ambient
Temperature
z°i .O °c
28,5 °c
o
Ul
O
O
± 2°C

Ambient
Temperature'
3ot. °k
N/A
N/A
N/A
N/A
Ambient
Pressure
Itftt mm Hg
mmHg
mmHg
± 10 mm Hg

Ambient
Pressure'
atm
N/A
N/A
N/A
N/A
Total Flow
Rate, Audit
Qact
\6>Z2> L/min
¥s>„(sU LlvcAn
D,3ffi3 L/min
16.67
± 1.0 L/min
l Umin
3.06 VxtAn
b.b\ L^min
3.0
± 0.2 L/min
l/
Main Flow
Leak Check
N/A
O.Og
N/A
Less Than
0.15 L/min
1/
Auxiliary Flow
Leak Check
N/A
0.QO
N/A
Less Than
0.60 L/min

1 Ambient temperature (°K) and pressure (atm) used for flow audit calculations.
2The end of the flow splitter must be capped to perform the main flow audit.
•	°C = 5/9 * (°F - 32)
•	°K = °C + 273
•	To convert from atmospheres to mm Hg, multiply by 760.
•	To convert from inches Hg to mm Hg, multiply by 25.4
Qact
w
Pamb)
+ b Total Flow m= am h--6.H733
Main Flow m=$« 0841 b- '6.73Sft
m and b are unit less and dependant on the calibration device
units:
Qact = liters/minute
AP = inches W.C.
Tamb = °K
-------
SERVICE REPORT 140AB TYPE CONTROL UNITS
Customer Name: ft+p	 RN#: / 	
Complete description of items received and the conditions in which they were received.
Get photos if necessary. -Cor^foil a* <4- + f- A nr.
	!	"4cvilo 4-cmp prths-			
Print a copy of the current view screen from the customer's unit. This will be used to
record the customer's operating parameters.
Give a full description of any and all parts replaced or installed and why
C £>r\'farn 				—L	
Verify and make necessary adjustments to the following:
Check that the corcom and voltage select switches are set for proper line voltage.
Measure the voltage at TP ACIN: -15. n
Interface board measure and adjust the following testpoints:
+15VDC: o%
+10VDC: /a,oo- +5VDC: S", oo
24VAC: 11.15 ACCU 24VAC: 2%<%
Test ACCU Relays for proper operation.
Analog Outputs: D/AQ: Q	Analog Inputs: A/DO:
D/A1:___3__	A/D1:__30_
D/A2: <)	AJD2: %
D/A3: j	A/D3:
D/A4: j	A/D4: qp
D/A5: ^	A/D5:_Jo__
AID 6: Qg
ATD1: Qn
A/D8: Qn
A/D9: Qn
A/D10:
A/Dll:
A/D12: QO
A/D13: 9o
A/P14: 9q
A/D1S: Qn
Ambient Temperature Sensor: Room Temp: 0-H.Q.C
Probe reading adjust A/D8: 0-M >>- C
Ambient Pressure Sensor: Room Pressure: ,	atm
Sensor reading adjust R503:	atm
Flow Controllers: Main Fiow: Q.50LPM: ,91?	 l.QLPM: i °°
4.50LPM: 2.0LPM:_2£o
Offset: ,;Q	 3.QLPM: a.oo
Approved by: DB 12/18/03 Rev. B Page 1 of 2
-------
N3
O
CJ»
o
Ol
01
I\1
o
N3
Ol
o
N>
CO
Ni
o>
0
©
01
o
Ko
0
ho
01
o
CO
Z S
O Q)
55' «
® »
O
o
3
O
-------
TEOM Verification/Audit Procedures
Plant Name:	•purwrl-	 	Client:
Job No.: m _ City/State:		Personnel :"Tf3
Date 5beM 	Time 1M3H		Sampler Serial Number 23-t6>l	Ba
Calibration Constant_ 0666		Instrument Type_
Constant A 3.00 & _ Constant B UG30	
Audit Parameter
Reference
Measurement
TEOM
Measurement
Difference
Tolerances
Allowed
Meets
Tolerances
<
Main Flow
Leak Check
N/A
o.i i
N/A
Less Than
0.15 L/min
V
Auxiliary Flow
Leak Check
N/A
03 1
N/A
Less Than
0.60 L/min
I^
Ambient
Temperature
30> ¦ O OQ
°Q
oq
± 2°C
IX
Ambient
Temperature1
303 °k
N/A
N/A
N/A
N/A
Ambient
Pressure
zy 7
V-P mm Hg
Hg
mmHg
± 10 mmHg

Ambient
Pressure'
1 D&2ic _
uw-> aim
N/A
N/A
N/A
N/A
Total Flow
Rate, Audit
Qact
| L/min
L/min
0 3U& Umin
16.67
± 1.0 L/min

Main Flow
Rate, Audit
Qact2
Iffft
L/min
QjPlX^ L/min
3.0
± 0.2 L/min

Main Flow
Leak Check
N/A
^.|l
N/A
Less Than
0.15 L/min
1/
Auxiliary Flow
Leak Check
N/A
0.24
N/A
Less Than
0.60 L/min
is
1 Ambient temperature (°K) and pressure (atm) used for flow audit calculations,
2The end of the flow splitter must be capped to perform the main flow audit.
•	°C = 5/9 * (°F - 32)
•	°K = °C + 273
•	To convert from atmospheres to mm Hg, multiply by 760.
•	To convert from inches Hg to mm Hg, multiply by 25.4
Qact •
m
\LP\Tamb)
Pamb)
+ b
Total Flow m=

¦d.^33
Main Flowm=	b= —
m and b are unit less and dependant on the calibration device
units:
Qact = liters/minute
AP = inches W.C.
Tamb = °K
-------
TEOM Verification/Audit Procedures
Plant Namei
iRmC				 Client:
JobNo.:§S	CiVSta.e:^ld^,NC	Personne.
Date J Ifej 	Time lM33	Sampler Serial Number ~23*?*"H
Calibration Constant_		Instrument Type_
Constant A 3.6b	 Constant B 1 >C3C>	
6»

Audit Parameter
Reference
Measurement
TEOM
Measurement
Difference
Tolerances
Allowed
Meets
Tolerances
V
Main Flow
Leak Check
N/A
a.o%
N/A
Less Than
0.15 L/min

Auxiliary Flow
Leak Check
N/A
o.oz
N/A
Less Than
0.60 L/min
u-*
Ambient
Temperature
3d °c
oC
o.4
°C
± 2°C

Ambient
Temperature1
°k
N/A
N/A
N/A
N/A
Ambient
Pressure
~"&2.-£>mmHK

o.H8
mmHg
± 10 mmHg

Ambient
Pressure'
\i£)6?-lp ato
N/A
N/A
N/A
N/A
Total Flow
Rate, Audit
Qact
\(p.2% L/min
\L>. (pb L/min
A3"}
L/min
16.67
± 1.0 L/min
X
Main Flow
Rate, Audit
Qact2
^ L/min
3.0® L/min
0.03
L/min
3.0
± 0.2 L/min
V-/
Main Flow
Leak Check
N/A
D-OB
N/A
Less Than
0.15 L/min

Auxiliary Flow
Leak Check
N/A
o.o \
N/A
Less Than
0.60 L/min
I—
Ambient temperature (°K) and pressure (atm) used for flow audit calculations.
2The end of the flow splitter must be capped to perform the main flow audit.
•	°C = 5/9 * (°F - 32)
•	°K = °C + 273
•	To convert from atmospheres to mm Hg, multiply by 760.
•	To convert from inches Hg to ram Hg, multiply by 25.4
Qact
m
'{AP^Tamb)
(Pamb)
+ 6
Total Flow m:
b-'0.1?g3
Main Flow n, O-A&j)1] t> -0-Z39>3
m and b are unit less and dependant on the calibration device
units:
Qact = liters/minute
AP = inches W.C.
Tamb = °K
Pamb = atm
-------
mass cone
6:26:05
7:26:05
8:26:05
9:26:05
10:26:05
13:29:05
20:54:05
22:32:05
23:32:05
1:09:05
2:09:05
3:09:05
4:09:05
5:09:05
6:09:05
7:09:05
8:09:05
9:09:05
10:09:05
17:33:05
18:40:05
21:17:05
22:17:05
23:33:05
0:46:05
2:19:05
4:00:05
5:28:05
6:57:05
7:57:05
8:57:05
noise
ro
-------
SERVICE REPORT 140AB TYPE CONTROL UNITS
Customer Name: R\ V* 	 RN#: \)cm^
Complete description of items received and the conditions in which they were received.
Get photos if necessary. S/J	\ & ^		
Print a copy of the current view screen from the customer's unit. This will be used to
record the customer's operating parameters.
Give a Ml description of any and all parts replaced or installed and why.	
Verify and make necessary adjustments to the following:
Check that the corcom and voltage select switches are set for proper line voltage.
Measure the voltage at TP ACIN: -2T-
Interface board measure and adjust the following testpoints:
+1SYDC: tS-eea -lSVDC:"'3'^
+10VDC:	+5VDC: To 7 ¦
24VAC: TSM ' ACCU 24VAC:££bfc
Test ACCU Relays for proper operation.
Analog Outputs:
Ambient Temperature Sensor: Room Temp: ^ C
Probe reading adjust A/D8:_
Ambient Pressure Sensor: Room Pressure:	atm
D/AO

Analog Inputs:
A/DO

D/Al
«|,©o"D
A/Dl
-------
aia-or>u-dJJb*»	P* ^
jun u»j ut up
^Hjjj^I RON MENTAL
*^^TRUMENT
WLPEClAUSTS'LLC
Nozzle Calibration Spreadsheet
Dsn:
&13/2003

Cydone Set 1071
Unit
Dial Calipere

D1
03
03
m
WHfein
AQavg.
Cjlihrated

NoatoLD.
«n.S
On.)
(in.)
(In-)
+0.004 in. 7
(W
by
Dale
1071-0
0.123
0.123
0.123
0.000
"TRUE
0.1230
— 5/13/2003
1071-1
0.131
0.131
0.132
0.001
TRUE
0.1313
smesm
1071-2
Q.14S
0.147
0.146
0.002
TRUE
0.1460
5/132003
1071-3
0.163
0.163
0.163
0.000
TRUE
B.1S30
5/13/2003
1071-4
0.176
0.175
0.17B
0.001
TRUE
0.1757
5/13/2003
tCn-5
0.195
0.1SS
0.195
0.000
TRUE
0.1350
5/13/2003
10*1-6
oan
0.214
0213
0.001
TRUE
0.2137
5/13/2003
103H-7
0.231
0.231
0.232
0.001
TRUE
0.2313
5/13/2003
urn*
0.259
0.259
Q.25S
Q.OQQ
TRUE
0.2590
5/1312003
vm-9
0.299
0.300
0,238
0.002
TRUE
CI.2S30
5/13/2003
larrijo
0.3*1
0.340
0.341
0.001
TRUE
0.3407
5/13/2003
107t4i
0.388
0.387
0.388
o.ooi
TRUE
0.3877
5/13/2003
Certified Signature,
OTktiih
*	OnaMvCd
Qnattty Corrroi
f
01.O2.D3
Tin 1 1 Diameter Measurements
act
Maximum OWerencas Between An* Two

DMeten. (AO Cannot Exceed 0.004 in.)
fiOawg
Averaae of D1. D2.*and 03
A
—"ffll
—m
A m

U
427 Main Street • CLAPTON, nc 2T52C * phone: 919-550-2866 • 1-800-730-1193 • Fax: 919-550-3966
WWW.ENVIN'STP.COM
-------
919-550-3966	P*3
Juri 03 04 02:56p
TB^ironmental
¦^^TRUMENT
^^SPECIALISTS, LLC
Nozzle Calibration Spreadsheet
Data;
5/13/2003

Cyclone Sqt 1072
Unit:
DMCaipens
" ' •	 ¦¦•¦'•iS.


01
4. 02 *•
~3
.*0
Within
.\Davg.
Calibrated

Nozzle IJ3.
(m.)
(in.)
(in-)
fin.)
MJJW4in. ?
fin.)

Date
1072-0
0.123
0.123
0.124
0.001
TRUE
0.1233
5/13/2003
1072-1
0.131
0.131
0.131
O.QOO
TRUE
0.1310
5/13/2003
1072-2
0.145
0.145
o.r«fr
0.001
1TRUH
0.1483
5/13/2003
1072-3
0.163
0.1f|
0.162
0.002
TRUE
0.1620
5/13/2003
1072-4
0 179
0.178
0.179
0.001
TRUE
0.1787
5/13/2003
1072-5
0.195
0.195
0.194
0.002
TRUE
0.1950
5/13/2003
1072-6
0.213
0.217
0510
0.004
TRUE
0.2153
5/13/2003
1072-7
0231
0.232
0.232
0.001
TRUE
0.2317
5/13/2003
1072-8
0.259
0259
0.258
0.001
TRUE
0,2587
5/13/2003
1072-3
0290
0.290
0,290
0.000
TRUE
0.2900
5/13/2003
1072-10
0.340
0 340
0.339
0.001
TRUE
0.3397
5/13/2003
1072-11
0.388
0.389
0.388
0.001
TRUE
0.3883
5/13/2003
Certified Signature
QuarttyCofftrof
Y\yt/y
Nomenclature
D1. D2. 03
Thnm0BBZ)e Diameter Measurements

Maximum Difference Between Any Two

DMAeiers. (MJ Caiwot Exceed 0.004 "rn.J
iDavg
Average of 01. QZ^and D3
42.7 Main Street • Clayton, nc 27520 • phone: 919-550-3866 * 1-800*7301^93 • fax: 919-350*3966
WWW.ENVtNSTR.COM
-------
APEX INSTRUMENTS METHOD S PRE-TEST CONSOLE CALIBRATION
USING CALIBRATED CRITICAL ORIFICES
	S-POINT ENGLISH UNITS	
nlft InfinimaHnn
MVW vORSOiO HIKMHWwll

Calibration Conditions

Factors/Conversions
Consols Model Number
522

Date
Tims
02/03/04


StdTamn
528
•Ft
Comal* Serial Number
11077

Barometric Pressure
29.6
in Ho

Std Press
29.92
in Ho
DGM Model Number


Theoretical Critical Vacuum*
14.0
in Ha

K,
17.647
oR/inHg
DGM Serial Number


Calibration Technician
DLS





'For valid lest results, the Actual Vacuum should be 1 to 2 in. Hg greater than the Theoretical Critical Vacuum shown above.
"The Critical Orifice Coefficient, K". mutt be entered In English units. (ftI**R1aV(ln.HQ*mln).





Calibration Oats

Run Time
Msterlno Consols
Critical Ortflca

Eiaosed
DGM Orifice
AH
Votum*
Initial
Volume
Final
Outlet Tamp
Initial
Outlet Temp
Final
Ssrlsl
Number
Cotfflcltnt
AmbTemp
initial
Amb Temp
Final
Actual
Vacuum

m
EPniS
tvj
(Vrt)
-------
APEX INSTRUMENTS METHOD S POST-TEST CONSOLE CALIBRATION
USING CALIBRATED CRITICAL ORIFICES
3-POINT ENGLISH UNITS 	
Mater Console Information

Calibration Conditions

Factors/Conversions
Console Model Number
522

Date
Time
5/25/04


StdTemp
528
°R
Console Serial Number
11077

Barometric Pressure
29.8
in Ho

Std Press
29.92
in Hfl
DGM Model Number
522

Theoretical Critical Vacuum1
14.1
in Hfl

K,
17.647
oR/in Hg
DGM Serial Number


Calibration Technician
DLS





'For valid test results, the Actual Vacuum should be 1 to 2 in. Hg greater than the Theoretical Critical Vacuum shown above.
*The Critical Orifice Coefficient K", must be entered in English units, (fts**Rw|/(in.Hg*mln).





Calibration Data

RunTime
Metering Console
Critical Orifice

Elapsed
DGM Orifice
AH
Volume
Initial
Volume
Final
Outlet Temp
Initial
Outlet Temp
Final
Serial
Number
Coefficient
AmbTemp
Initial
AmbTemp
Final
Actual
Vacuum

(e)
-------
Air Control Techniques, P.C.
Probe Stack Thermocouple Calibrations
Date:
12/6/2004
Performed by:

Signature

Thermocouple I.D.
ACT, P.C. *
Reference *
Stack 3A
47
46
Stack 3A
67
66
Stack 3A
172
172



Stack 3A
47
46
Stack 3A
65
66
Stack 3A
176
172
* = Degrees Fahreheit
Probe 3A Stack Thermocouple Calibration
200
R = 1.000
$ .c
m
£ 100
© s?
^ a)
a> q
200
0
100
150
50
ACTPC Reading in, Degrees Fahrenheit
Probe 3B Stack Thermocouple Calibration
O)
c
T)
CD
O
DC

&




-------
Type S Pitot Tube Inspection
Mr Control Techniques, P.C.
Date

Identification information
Client
Plant Name
City

JtAfL

Job
Process
State
±k&-
Jifi.

Pitot ID
P"T Hr-
Inspection Results

MWki| hrod pmMm In
MWHMngOiMKU,
if5
"S"
0«ffM tn*fc»l»a i*tl PHVm hi
It l* mining fii»n4 jk
inspection Data
4atwmMngd
D«(IM MMtaf taxi >¦»««« •>¦
tfaMmtolngy Ihtn attaint Z.
Level and Perpendicular?

Obstruction?
DO
Damaged?
IJO
a1 (-10* Sa1 S + 10')
l.M
a2(-10° sa2 s+ 10s)
O.I
01 (-5* £ 01 £ + 5° )
1.1
02 (-5° £ 02 S ~ 5")
1 • "Z*
r
Z.R
e

z=A tan y (£0.125 inches)
rv
w=A tan 0 (£0.03125 inches)
^.ao3
D1 (3/16 inch £ D1 £ 3/8 inch)
o.S-f*'
A
ts^3lS
A/2D1 (1.05 £ PA/D1 £ 1.5)
i.z>n


Notes
Pitot Coefficient
Notes
Coefficient of 0,84 Assigned?^ &S
Inspection Personnel! bu£
Form ACTPC PI-2
-------
APPENDIX F
ELEMENT ONE, INC.
ARSENIC AND PARTICULATE MATTER TEST REPORT
-------
APPENDIX F1
ELEMENT ONE, INC.
ARSENIC AND PARTICULATE MATTER
TEST REPORT FOR
RMCC TRUCK MIX &
RMCC CENTRAL MIX
-------
Air Control Techniques
301 E. Durham Rd
Cary, NC 27513
Project ID: 877
Arsenic and
Particulate Matter
EPA Methods 201A&29
Analytical Report
2609
Element One, Inc.
5022-CWrightsvilleAv., Wilmington, NC 28403
910-793-0128 FAX:910-792-6853 e1lab@hotmail.com
-------
I have reviewed the following data for completeness,
accuracy, adherence to method protocol, and compliance
with quality assurance guidelines.
Quality assurance review by Bruce Hawks
-------
SUMMARY OF RESULTS
eli
-------
Summary of Analysis (continued)
Summary of Particle Sizing and Arsenic Analysis
Fraction
Filter
<2.5
>2.5<10
>10
WF-C-IN-4-1
Catch, mg
5.5
0.6
14.6
48.0
WF-C-IN-4-2
Catch, mg
6.2
1.6
50.0
92.4
WF-C-IN-4-2
Catch, mg
6.2
1.6
50.0-
92.4
WF-C-IN-4-3
Catch, mg
6.0
0.9
40.3
78.9
Element
<10 Arsenic
>10 Arsenic
WF-C-IN-4-1
Total pg
0.94
1.18
WF-C-IN-4-2
Total Mg
2.94
2.06
WF-C-IN-4-2
Total pg
3.03
2.09
WF-C-IN-4-3
Total pg
2.42
1.38
Summary of Particle Sizing and Arsenic Analysis
Fraction
Filter
<2.5
>2.5<10
>10
WF-C-OUT-4-1
Catch, mg
0.2
1.0
0.7
0.0
WF-C-OUT-4-2
Catch, mg
0.0
0.0
0.9
0.5
WF-C-OUT-4-2
Catch, mg
0.0
0.0
0.9
0.5
WF-C-OUT-4-3
Catch, mg
0.6
0.3
0.4
1.0
Element
<10 Arsenic
>10 Arsenic
WF-C-OUT-4-1 WF-C-OUT-4-2 WF-C-OUT-4-2 WF-C-OUT-4-3
Total pg	Total pg	Total pg	Total pg
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
<0.1
elementOne
-------
Summary of Analysis
Summary of Particle Sizing and Arsenic Analysis

WF-T-IN-4-1
WF-T-IN-4-2
WF-T-IN-4-2
WF-T-IN-4-3
Fraction
Catch, mg
Catch, mg
Catch, mg
Catch, mg
Filter
9.6
6.8
6.8
142.6
<2.5
1.6
1.8
1.8
10.2
>2.5<10
79.4
81.4
81.4
864.1
>10
201.2
257.7
257.7
1751.3

WF-T-IN-4-1
WF-T-IN-4-2
WF-T-IN-4-2
WF-T-IN-4-3
Element
Total jjg
Total |jg
Total |jg
Total |jg
<10 Arsenic
6.23
6.56
6.60
117
>10 Arsenic
4.93
5.00
5.05
67.7
Summary of Particle Sizing and Arsenic Analysis
WF-T-OUT-4-1 WF-T-OUT-4-2 WF-T-OUT-4-2 WF-T-OUT-4-3
Fraction	Catch, mg Catch, mg Catch, mg Catch, mg
Filter	0.0	0.0	0.0	0.0
<2.5	0.0	0.1	0.1	0.5
>2.5<10	1.5	0.2	0.2	1.0
>10	0.0	0.7	0.7	0.0
WF-T-OUT-4-1 WF-T-OUT-4-2 WF-T-OUT-4-2 WF-T-OUT-4-3
Element	Total |jg	Total {jg	Total pg	Total pg
<10 Arsenic	< 0.1	< 0.1	< 0.1	< 0.1
>10 Arsenic	< 0.1	< 0.1	< 0.1	< 0.1
elementOne
-------
Summary of Analysis (continued)
Summary of Particle Sizing and Arsenic Analysis

Field Blank
Fraction
Catch, mg
Filter
0.2
<2.5
0.1
>2.5<10
1.0
>10
1.6

Field Blank
Element
Total |jg
<10 Arsenic
<0.1
>10 Arsenic
<0.1
Summary of Particle Sizing and Arsenic Analysis
Stone Fly ash Cement	Sand
Element mg/Kg mg/Kg mg/Kg	mg/Kg
Arsenic <0.2 29.8 7.95	0.181
elementOne
-------
ANALYTICAL NARRATIVE
eh
-------
Element One Analytical Narrative
Client
Air Control Techniques
Element One #:
2609
Client ID:
877
Analyst:
KMS, DBW
Date Received
12/12/03
Method:
PS & M29
Analytes
Particulate and As
Dates Analyzed
12/15-22/03
Summary of Analysis
Particle sizing samples were measured following Method 201A guidelines.
Following the particulate catch measurements, the < 10 pm samples for each run were
combined into a single sample. The samples were digested, prepared, and analyzed
according to Method 29 protocol. Arsenic was analyzed on a PerkinElmer ELAN 6100
ICP-MS.
Detection Limits
ICP-MS instrument reporting limit was 1 pg/L for arsenic.
Analysis QA/QC
Duplicate analyses relative percent difference (RPD), spike sample recovery, and second
source calibration verification data are summarized on the following pages. All QA/QC
data was within the criteria of the method.
Additional Comments
The reported results have not been corrected for any blank or spike recovery values.
Nothing unusual was noticed with any of the analyses.
elementOne
-------
Arsenic Duplicate Analysis RPD
Element WF-T-IN-4-2 WF-T-OUT-4-2 WF-C-IN-4-2	WF-C-OUT-4-2
<10 Arsenic 0.6% NA 3.1%	NA
>10 Arsenic 1.0% NA 1.5%	NA
Element
<10 Arsenic
>10 Arsenic
Arsenic Spike Recoveries
WF-T-IN-4-3 WF-T-OUT-4-3 WF-C-IN-4-3 WF-C-OUT-4-3
107%
99%
108%
81%
115%
109%
100%
98%
Element
Arsenic
Second Source Calibration Check Recoveries
0.25 ppb
84%
1 ppb
96%
10 ppb
98%
50 ppb
113%
500 ppb
102%
elementOne
-------
SAMPLE CUSTODY
eh
-------
Air	
			Control Techniques, P.C.	
AIR POLLUTION CONTROL SYSTEMS ENGINEERING
301 East Durham Road
Cary, North Carolina 27513
(919)460-7811
Chain of Custody
JOB / PO#: 871
TO: Bruce Hawks		
ELEMENT ONE	
5022 C WRIGHTSVILLE AVE.
Wilmington, NC 28403	
Samples recovered bv: Todd T. Brozell	Date 12/8-11/03
SAMPLE
NUMBER
COMPONENT
ANALYSIS
WF Stone Sample
Stone
Arsenic
WF Flyash Sample
Flyash
Arsenic
WF Cement Sample
Cement
Arsenic
WF Sand Sample
Sand
Arsenic
WF-T-OUT-PRE4-1
1.	Cyclone rinse with acetone, PM>!0 microns
2.	Cyclone rinse with acetone, PM dO ^.5 microns
I. Cyclone rinse with acetone, PM^.5 microns
1 Filter, PM ^.5 microns
A.	Gravimetric on 1,2,3 & 4,
B.	Arsenic on 1 greater than 10
microns.
C.	Combine 1,2, & 3 Arsenic
less than 10 microns.
WF-T-OUT-PRE4-2
1.	Cyclone rinse with acetone, PM>10 microns
2.	Cyclone rinse with acetone, PM ^0 ^.5 microns
3.	Cyclone rinse with acetone, PM ^.5 microns
4.	Filter, PM^2.5 microns
A..	Gravimetric on 1,2,3 & 4,
B.	Arsenic on 1 greater than 10
microns.
C.	Combine 1,2, & 3 Arsenic
less than 10 microns.
WF-T-OUT-PRE4-3
1.	Cyclone rinse with acetone, PM>10 microns
2.	Cyclone rinse with acetone, PM ^0 ^.5 microns
J. Cyclone rinse with acetone, PM^.5 microns
4. Filter, PM ^.5 microns
A.	Gravimetric on 1,2,3 & 4.
B.	Arsenic on 1 greater than 10
microns.
C.	Combine 1,2, & 3 Arsenic
less than 10 microns.
-------
Chain of Custody
Page 2 of3
SAMPLE
NUMBER
COMPONENT
ANALYSIS
WF-C-OUT-PRE4-1
1.	Cyclone rinse with acetone, PM>10 microns
2.	Cyclone rinse with acetone, PM dO 22.5 microns
3.	Cyclone rinse with acetone, PM 4.5 microns
4.	Filter, PM ^2.5 microns
A, Gravimetric on 1,2,3 & 4.
3. Arsenic on 1 greater than 10
microns.
C. Combine 1,2, & 3 Arsenic
ess than 10 microns.
WF-C-OUT-PRE4-2
1.	Cyclone ruse with acetone, PM>10 microns
2.	Cyclone rinse with acetone, PM 310 22.5 microns
3.	Cyclone rinse with acetone, PM 4,5 microns
4.	Filter, PM 4.5 microns
A.	Gravimetric on 1,2,3 & 4.
B.	Arsenic on 1 greater than 10
microns.
C.	Combine 1,2, & 3 Arsenic
ess than 10 microns.
WF-C-OUT-PRE4-3
1.	Cyclone rinse with acetone, PM>10 microns
2.	Cyclone rinse with acetone, PM ^0 22.5 microns
3.	Cyclone rinse with acetone, PM 4.5 microns
4.	Filter, PM 4.5 microns
A.	Gravimetric on 1,2,3 & 4.
B.	Arsenic on 1 greater than 10
microns.
C.	Combine 1,2, & 3 Arsenic
ess than 10 microns.
WF-T-IN-PRE4-!
1.	Cyclone rinse with acetone, PM>10 microns
2.	Cyclone rinse with acetone, PM ^0 ^.5 microns
3.	Cyclone rinse with acetone, PM 4.5 microns
4.	Filter, PM 4.5 microns
A. Gravimetric on 1,2,3 & 4.
3. Arsenic on 1 greater than 10
microns.
C. Combine 1,2, & 3 Arsenic
less than 10 microns.
WF-T-IN-PRE4-2
1.	Cyclone rinse with acetone, PM>10 microns
2.	Cyclone rinse with acetone, PM^0^,5 microns
3.	Cyclone rinse with acetone, PM 4.5 microns
4.	Filter, PM4.5 microns
A.	Gravimetric on 1,2,3 & 4.
B.	Arsenic on 1 greater than 10
microns.
C.	Combine 1,2, & 3 Arsenic
ess than 10 microns.
WF-T-IN-PRE4-3
1.	Cyclone rinse with acetone, PM>10 microns
2.	Cyclone rinse with acetone, PMdO^.5 microns
3.	Cyclone rinse with acetone, PM4.5 microns
4.	Filter, PM 4.5 microns
A. Gravimetric on 1,2,3 & 4.
3. Arsenic on 1 greater than 10
microns.
1 Combine 1,2, & 3 Arsenic
ess than 10 microns.
WF-C-IN-PRE4-1
1.	Cyclone rinse with acetone, PM>10 microns
2.	Cyclone rinse with acetone, PM;3 022.5 microns
3.	Cyclone rinse with acetone, PM 4.5 microns
4.	Filter, PM4.5 microns
A. Gravimetric on 1,2,3 & 4.
3. Arsenic on 1 greater than 10
microns.
C. Combine 1,2, & 3 Arsenic
ess than 10 microns.
WF-C-IN-PRE4-2
1.	Cyclone rinse with acetone, PM>10 microns
2.	Cyclone rinse with acetone, PM 40 ^.5 microns
3.	Cyclone rinse with acetone, PM 4.5 microns
4.	Filter, PM4.5 microns
A. Gravimetric on 1,2,3 & 4.
3. Arsenic on 1 greater than 10
microns.
2. Combine 1,2, & 3 Arsenic
ess than 10 microns.
WF-C-IN-PRE4-3
1.	Cyclone rinse with acetone, PM>10 microns
2.	Cyclone rinse with acetone, PM ^0^.5 microns
3.	Cyclone rinse with acetone, PM4.5 microns
4.	Filter, PM <2.5 microns
A. Gravimetric on 1,2,3 & 4.
3. Arsenic on 1 greater than 10
microns.
C. Combine 1,2, & 3 Arsenic
ess than 10 microns.
-------
Giain of Custody
Page 3 of3
SAMPLE
NUMBER
COMPONENT
ANALYSIS
Field Blank
1.	Cyclone rime with acetone, PM>10 microns
2.	Cyclone rinse with acetone, PM^O ^.5 microns
3.	Cyclone rinse with acetone, PM ^2.5 microns
4.	Filter, PM^.5 microns
A. Gravimetric on 1,2,3 & 4.
3. Arsenic on 1 greater than 10
microns.
C. Combine 1,2, & 3 Arsenic
ess than 10 microns.
Acetone Blank
Acetone Blank
3ravimetric and Arsenic
Date tiZ/jU?
Relinquished by:_Todd T. Brozell A
Relinquished by:		Date_
Received by:
Comments	JL
a by:		Date	
r-		Date
-------
ANALYTICAL DATA
eli
	
		 ,
-------
elementOne AIR TESTING SAMPLE SUBMISSION FORM Lab ID # e2609
Client ID/PO#: 877
Date Received: 12/12/03
Page: 1 of 2
Customer; ACT
Results Requested: 12/29/03
Time Rec: 1200
Address: 301 E Durham Road
Contact: Todd Brozell
Recby: BGH
Cary, NC 27513
Email:actpc@aircontroltechniques.com
Via: Pickup

Phone: 919-460-7811
Fax: 919-460-7897
HNOs Lot:
HF Lot:
HCI Lot:

Volume Marked Y / N
Volume Loss Y/N/?
pH < 2.0 Y / N
Ref. Special

Sample Identification

Sample Identification
1
WF-T-IN-PRE4-1
6
WF-T-OUT-PRE4-1
2
WF-T-IN-PRE4-2
7
WF-T-OUT-PRE4-2
3
WF-T-IN-PRE4-2 Duplicate
8
WF-T-OUT-PRE4-2 Duplicate
4
WF-T-IN-PRE4-3
9
WF-T-OUT-PRE4-3
5
WF-T-IN-PRE4-3 Spike
10
WF-T-OUT-PRE4-3 Spike












( elements to Analyze: l^culalSOTOBBflBgRSK^i. Then As on >10 and combined filter, <2.5, & >2.5<10.

Front Half
Back Half
HN03 (A)
KMn04 (B)
HCI (C)
SAMPLE
BV, ml
FV, ml
BV, ml
Used
FV, ml
BV, ml
FV, ml
BV, ml
FV, mi
BV, ml
FV, ml
1











2/3











4/5











6











7/8







...



9/10












-






































































| Comments:
Element One, Inc. Form 118 - Revision 6.0
-------
elementOne AIR TESTING SAMPLE SUBMISSION FORM Lab ID # e2609
Client ID/PO#: 877
Date Received: 12/12/03
Page: 2 of 2
Customer: ACT
Results Requested: 12/29/03
Time Rec: 1200
Address: 301 E Durham Road
Contact: Todd Brozell
Rec by: BGH
Cary, NC 27513
Email:actpc@aircontroltechniques.com
Via: Pickup

Phone: 919-460-7811
Fax: 919-460-7897
HN03 Lot:
HF Lot:
HCI Lot:

Volume Marked Y / N
Volume Loss Y / N / ?
pH < 2.0 Y / N
Ref. Special

Sample Identification

Sample Identification
11
WF-C-IN-PRE4-1
19
WF-C-OUT -PRE4-3
12
WF-C-IN-PRE4-2
20
WF-C-OUT -PRE4-3 Spike
13
WF-C-IN-PRE4-2 Duplicate
21
Field Blank
14
WF-C-IN-PRE4-3
22
Acetone Blank
15
WF-C-IN-PRE4-3 Spike
23
Stone
16
WF-C-OUT-PRE4-1
24
Flyash
17
WF-C-OUT-PRE4-2
25
Cement
18
WF-C-OUT-PRE4-2 Duplicate
26
Sand
Elements to Analyze: For #11 - 22. Particulate on each Fraction. Then As on >10 and combined filter, <2.5, &
j ->2.5<10. For 23-26 As mg/Kg.

Front Half
Back Half
HNOs (A)
KMn04 (B)
HCI (C)
SAMPLE
BV, ml
FV.ml
BV, ml
Used
FV, ml
BV, ml
FV, ml
BV, ml
FV, ml
BV, ml
FV, ml.
11











12/13











14/15











16











17/18


-








19/20











21











22











23











24











25











26











| Comments:
Element One, Inc. Form 118- Revision 6.0
-------
elementOne	ICP-MS RUN SHEET	2609	^
•*alyst: _JQJ
S Date: 12-22-03 Solid Samp
es ~ / Liquid Samples
Loc
Batch
#for
sample
sets
Sample
Lab ID
Sample
Description
Type
Sample
QC Spike
QCDup
QC Reg
Blank
Spike
coricentratlo
Prep
Volume
(ml)
Aliquot
lJT~
£
Diluted
to
Volume
(ml)
Units



Jb* *


o






-


(60
» {f





<2-4


(00









Coo
7.17*
I

































































































































































Spikes are post at 0.02ml of 25ppm spiking solutions lot 021403-ABC or F in a final vo
ume of 10ml.
t_iement One, Inc. Form 126 - Revision 0.0
-------
Dataset Report
ar Name: ksmith
Computer Name: ICPMS1
Dataset File Path: c:\elandata\dataset\122203-1\
Report Date/Time: Monday, December 22, 2003 19:48:54
Autosampler Position: 7
The Dataset
Time
Sample ID
Batch ID Read Type
Desc
17:13:51 Mon22-Dec-03
Blank
Blank

17:15:24 Mon22-Dec-03
Standard 1
Standard #1

17:16:57 Won 22-Dec-03
Standard 2
Standard #2

17:18:31 Mon 22-Dec-03
Standard 3
Standard #3

17:20:06 Mon 22-Dec-03
QC Std 1
QC Std #1

17:21:39 Mon 22-Dec-03
QC Std 2
QC Std #2

17:23:11 Mon 22-Dec-03
QC Std 3
QC Std #3

17:24:44 Mon 22-Dec-03
QC Std 4
QCStd#4

17:26:16 Mon 22-Dec-03
QC Std 5
QC Std #5

17:27:50 Mon 22-Dec-03
QC Std 6
QC Std #6

17:29:24 Mon 22-Dec-03
QC Std 7
QC Std #7

17:30:59 Mon 22-Dec-03
QC Std 8
QC Std #8

17:32:33 Mon 22-Dec-03
LRB
Sample
ACT
17:34:08 Mon 22-Dec-03
LRB
Spike -1
ACT
•7:35:42 Mon 22-Dec-03
2609-1
Sample
ACT
.37:14 Mon 22-Dec-03
2609-1+
Sample
ACT
17:38:47 Mon 22-Dec-03
2609-2
Sample
ACT
17:40:19 Mon 22-Dec-03
2609-2
QC Duplicate
ACT
17:41:52 Mon 22-Dec-03
2609-2+
Sample
ACT
17:43:25 Mon 22-Dec-03
2609-2+
QC Duplicate
ACT
17:44:58 Mon 22-Dec-03
2609-4
Sample
ACT
17:46:31 Mon 22-Dec-03
2609-4
Spike -1
ACT
17:48:04 Mon 22-Dec-03
QC Std 3
QC Std #3

17:49:37 Mon 22-Dec-03
QC Std 4
QC Std #4

17:51:10 Mon 22-Deo-03
2609-4+
Sample
ACT
17:52:44 Mon 22-Dec-03
2609-4+
Spike -1
ACT
17:54:19 Mon 22-Dec-03
2609-6
Sample
ACT
17:55:54 Mon 22-Dec-03
2609-6+
Sample
ACT
17:57:28 Mon 22-Dec-03
2609-7
Sample
ACT
17:59:00 Mon 22-Dec-03
2609-7
QC Duplicate
ACT
18:00:33 Mon 22-Dec-03
2609-7+
Sample
ACT
18:02:06 Mon 22-Dec-03
2609-7+
QC Duplicate
ACT
18:03:39 Mon 22-Dec-03
2609-9
Sample
ACT
18:05:11 Mon 22-Dec-03
2609-9
Spike -1
ACT
18:06:44 Mon 22-Dec-03
QC Std 3
QC Std #3

18:08:17 Mon 22-Dec-03
QC Std 4
QC Std #4

18:09:50 Mon 22-Dec-03
2609-9+
Sample
ACT
18:11:24 Mon 22-Deo-03
2609-9+
Spike -1
ACT
18:12:58 Mon 22-Deo-03
2609-11
Sample
ACT
<<:14:32 Mon 22-Dec-03
2609-11+
Sample
ACT
.16:07 Mon 22-Dec-03
2609-12
Sample
ACT
18:17:42 Mon 22-Dec-03
2609-12
QC Duplicate
ACT
18:19:16 Mon 22-Dec-03
2609-12+
Sample
ACT
Init. Quant Prep. Vol. Aliquot. Vol. Diluted \
-------
18:20:49 Mon 22-Dec-03
2609-12+
QC Duplicate
ACT
18:22:22 Mon 22-Dec-03
2609-14
Sample
ACT
18:23:56 Mon 22-Dec-03
2609-14
Spike -1
ACT
25:28 Mon 22-Dec-03
QC Std 3
QC Std #3

18:27:01 Mon 22-Dec-03
QC Std 4
QC Std #4

18:28:34 Mon 22-Dec-03
2609-14+
Sample
ACT
18:30:07 Mon 22-Dec-03
2609-14+
Spike -1
ACT
18:31:40 Mon 22-Dec-03
2609-16
Sample
ACT
18:33:14 Mon 22-Dec-03
2609-16+
Sample
ACT
18:34:48 Mon 22-Dec-03
2609-17
Sample
ACT
18:36:22 Mon 22-Dec-03
2609-17
QC Duplicate
ACT
18:37:56 Mon 22-Dec-03
2609-17+
Sample
ACT
18:39:31 Mon 22-Dec-03
2609-17+
QC Duplicate
ACT
18:41:06 Mon 22-Dec-03
2609-19
Sample
ACT
18:42:39 Mon 22-Dec-03
2609-19
Spike -1
ACT
18:44:12 Mon 22-Dec-03
QC Std 3
QC Std #3

18:45:44 Mon 22-Dec-03
QC Std 4
QC Std #4

18:47:18 Mon 22-Dec-03
2609-19+
Sample
ACT
18:48:52 Mon 22-Dec-03
2609-19+
Spike • 1
ACT
18:50:25 Mon 22-Deo-03
2609-21
Sample
ACT
18:51:59 Mon 22-Dec-03
2609-21+
Sample
ACT
18:53:32 Mon 22-Dec-03
2609-22
Sample
ACT
18:55:06 Mon 22-Dec-03
2609-4
Sample
ACT
18:56:40 Mon 22-Dec-03
2609-4
Spike -1
ACT
18:58:14 Mon 22-Dec-03
2609-4+
Sample
ACT
18:59:49 Mon 22-Dec-03
2609-4+
Spike -1
ACT
19:01:24 Mon 22-Dec-03
2609-23
Sample
ACT
•9:02:57 Mon 22-Dec-03
QC Std 3
QC Std #3

:04:29 Mon 22-Dec-03
QC Std 4
QC Std #4

19:06:03 Mon 22-Dec-03
2609-24
Sample
ACT
19:07:37 Mon 22-Dec-03
2609-25
Sample
ACT
19:09:11 Mon 22-Dec-03
2609-26
Sample
ACT




19:13:52 Mon 22-Dec-03
QC Std 3
QC Std #3

19:15:24 Mon 22-Dec-03
QC Std 4
QC Std #4

Page 2
-------
Sample/Batch Report
3rName: ksmith	) f pb
Computer Name: ICPMS1	y ft'
Sample File: C:\elandata\Sample\xxx.sam	tTj&h \l/
Report Date/Time: Monday, December 22, 2003 19:49:56	'
A/S Loc. Batch ID
Sample ID
Description
Sample Type
12
LRB
ACT

13
LRB
ACT
Spike -1
14
2609-1
ACT

15
2609-1 +
ACT

16
2609-2
ACT

17
2609-2
ACT
QC Duplicate
18
2609-2+
ACT

19
2609-2+
ACT
QC Duplicate
20
2609-4
ACT

21
2609-4
ACT
Spike -1
22
2609-4+
ACT

23
2609-4+
ACT
Spike -1
24
2609-6
ACT

25
2609-6+
ACT

26
2609-7
ACT

27
2609-7
ACT
QC Duplicate
28
2609-7+
ACT

29
2609-7+
ACT
QC Duplicate
30
2609-9
ACT

31
2609-9
ACT
Spike -1
32
2609-9+
ACT

33
2609-9+
ACT
Spike -1
34
2609-11
ACT

35
2609-11+
ACT

36
2609-12
ACT

37
2609-12
ACT
QC Duplicate
38
2609-12+
ACT

39
2609-12+
ACT
QC Duplicate
40
2609-14
ACT

41
2609-14
ACT
Spike -1
42
2609-14+
ACT

43
2609-14+
ACT
Spike -1
44
2609-16
ACT

45
2609-16+
ACT

46
2609-17
ACT

47
2609-17
ACT
QC Duplicate
48
2609-17+
ACT

49
2609-17+
ACT
QC Duplicate
50
2609-19
ACT

51
2609-19
ACT
Spike -1
52
2609-19+
ACT

53
2609-19+
ACT
Spike -1
54
2609-21
ACT

55
2609-21 +
ACT

56
2609-22
ACT

57
2609-4
ACT

58
2609-4
ACT
Spike -1
59
2609-4+
ACT

60
2609-4+
ACT
Spike -1
Init. Quant. Prep. Vol. Aliquot Vol. Diluted Vol. Solids Ratio
-------
61
2609-23
ACT
62
2609-24
ACT
63
2609-25
ACT
64
2609-26
ACT
-------
elementOne
\nalyst: KMS
15 2609
ICP-MS RUN SHEET
Date: 12-22-03 Solid Samples ~ / Liquid Samples
AJS
Loc
Batch
#for
sample
sets
Sample
Lab ID
Sample
Description
Type
Sample
QC Spike
QCDup
QC Reg
Blank
Spike
concentratio
Prep
Volume
(ml)
Aliquot
(ml)
Diluted
to
Volume
(ml)
Units
+ is for > 10 samples
12


LRB
S

100



13


LRB
ss
Table #1
100



14


2609-1
s

100



15


2609-1+
s

100



16


2609-2
s

100



17


2609-2
SD

100



18


2609-2+
s

100



19


2609-2+
SD

100



20


2609-4
S

100



21


2609-4
SS
Table #1
100



22


2609-4+
s

100



23


2609-4+
ss
Table #1
100



24


2609-6
s

100



25


2609-6+
s

100



26


2609-7
s

100



27


2609-7
SD

100



28


2609-7+
s

100



29


2609-7+
SD

100



30


2609-9
s

100



31


2609-9
ss
Table #1
100



32


2609-9+
s

100


-------
33


2609-9+
SS
Table #1
100



34


2609-11
S

100



J


2609-11+
s

100



36


2609-12
s

100



37


2609-12
SD

100



38


2609-12+
s

100



39


2609-12+
SD

100



40


2609-14
S

100



41


2609-14
SS
Table #1
100



42


2609-14+
s

100



43


2609-14+
SS
Table #1
100



44


2609-16
s •

100



45


2609-16+
s

100



46


2609-17
s

100



/


2609-17
SD

100



48


2609-17+
s

100



49


2609-17+
SD

100



50


2609-19
•s

100



51


2609-19
SS
Table m
100



52


2609-19+
S

100



53


2609-19+
SS
Table #1
100



54


2609-21
s

100



55


2609-21+
s

100



56


2609-22
s

100



Dilutions & Totals
57


2609-4
s

100
1.0
10

S


2609-4
SS
Table #1
100
1.0
10

59


2609-4+
s

100
2.0
10

-------
60


2609-4+
SS
Table #1
100
2.0
10

61


2609-23
S

100/.6058g



«


2609-24
S

100/.6611g



63


2609-25
S

100/.9822g



64


2609-26
S

100/2.175 Ig























Spikes are post at 0.02ml of 25ppm spiking solutions lot 021403-ABC or F in a final vo
ume of 10ml.
Element One, Inc. Form 126 - Revision 0.0
-------
elementOne	Particle Sizing Particulate	Lab # e 2609
Client ACT	Page 1 of 4
Balance checks Date: 12/15/03 100 g= 99.9976
Date: 12/16/03
Date: 12/17/03
Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 12/16/03
Initals DBW
Date 12/17/03
Initals DBW
Date 12/18/03
Initals DBW
Filter ID 1001
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
2609-1

732
3.67841
9:20
3.8017
8:40
3.8018


0.1137
9.6
1 <2.5
27
605
4.08123
9:00
4.0828
9:15
4.0833



1.6
1 mid
97
692
3.66008
8:53
3.7394
9:25
3.7400
9:50
3.73981

79.4
1 >10
94
925,
3.81670
8:55
4.0179
9:20
4.0184



201.2
Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 12/16/03
Initals DBW
Date 12/17/03
Initals DBW
Date 12/18/03
Initals DBW
Filter ID 1003
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
2609-2/3

696
3.77463
9:15
3.8959
8:45
3.8960


0.1144
6.8
2/3 <2.5
22
607
4.05021
9:00
4.0520
9:15
4.0525



1.8
2/3 mid
64
1213
3.58400
9:00
3.6654
9:20
3.6659



81.4
2/3 >10
68
746
3.99317
8:45
4.2508
9:30
4.2512



257.7
Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 12/16/03
Initals DBW
Date 12/17/03
Initals DBW
Date 12/18/03
Initals DBW
Filter ID 1005
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
2609-4/5

744
3.52575
9:10
3.7868
8:50
3.7886
9:50
3.78824
0.1185
142.6
4/5 <2.5
16
600
4.17619
9:03
4.1864
9:15
4.1874
9:45
4.18697

10.2
4/5 mid
100
408
3.59558
8:45
4.4597
9:30
4.4602



864.1
4/5 >10
73
737
3.64909
8:50
5.4004
9:25
5.4011
9:45
5.40084

1751.3

Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 12/16/03
Initals DBW
Date 12/17/03
Initals DBW
Date 12/18/03
Initals DBW
Filter ID 1002
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
8ag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
2609-6
1002
406
3.67232
9:10
3.7904
9:05
3.7907


0.1186
0.0
6 <2.5
8
922
3.67644
9:00
3.6763
9:15
3.6768



0.0
6 mid
31
770
3.82305
8:50
3.8246
9:25
3.8246



1.5
6 >10
34
606
3.98024
9:00
3.9800
9:20
3.9805



0.0
Element One, Inc. Form 131 - Revision 0.0
-------
elementOne	Particle Sizing Particulate
Client ACT
Balance checks Date: 12/15/03 100 g = 99.9976
Date: 12/16/03
Date: 12/17/03
Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 12/16/03
Initals DBW
Date 12/17/03
Initals DBW
Date 12/18/03
Initals DBW
Filter ID 1004
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
2609-7/8
1004
410
3.69193
9:20
3.8065
8:40
3,8067


0.1156
0.0
7 <2.5
13
412
3.68061
8:57
3.6807
9:20
3.6808



0.1
7 mid
43
921
3.86603
8:50
3.8662
9:25
3.8664



0.2
7 >10
53
138
3.57465
10:00
3.5757
10:00
3.5754



0.7

Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Oate 12/16/03
Initals DBW
Date 12/17/03
Initals DBW
Date 12/18/03
Initals DBW
Filter ID 1006
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Fitter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
2609-9/10
1006
407
3.61108
9:15
3.7254
8:45
3.7260
9:55
3.72568
0.1143
0.0
9 <2.5
30
2347
3.74526
9:40
3.7460
9:35
3.7458



0.5
9 mid
74
2380
3.40492
10:15
3.4059
9:50
3.4059



1.0
9 >10
31
2350
3.62588
9:55
3.6259
10:05
3.6258



0.0

Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 12/16/03
Initals DBW
Date 12/17/03
Initals DBW
Date 12/18/03
Initals DBW
Filter ID 1007
Time
Bag & Filter
Weight, g
Time
Bag & Fitter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
2609-11
1007
603
4.13859
9:10
4.2565
9:10
4.2565


0.1124
5.5
11 <2.5
19
2412
3.80742
10:05
3.8083
9:50
3.8080



0.6
11 mid
65
2355
3.79492
10:10
3.8095
9:40
3.8098



14.6
11 >10
62
2376
3.80791
9:55
3.8560
9:55
3.8560



48.0

Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 12/16/03
Initals DBW
Date 12/17/03
Initals DBW
Date 12/18/03
Initals DBW
Filter ID 1009
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
2609-12/13
1009
2399
3.64920
9:05
3.7758
9:10
3.7762


0.1204
6.2
12 <2.5
27
2362
3.89150
10:10
3.8931
10:05
3.8932



1.6
12 mid
89
2398
3.65853
9:45
3.7086
10:10
3.7086



50.0
12 >10
56
2404
3.55819
10:00
3.6506
10:05
3.6509



92.4
Element One, Inc. Form 131 - Revision 0.0
535
Lab # e 2609
-------
elementOne
Client ACT
Balance checks
Particle Sizing Particulate
Date: 12/15/03 100 g = 99.9976
Date: 12/16/03
Date: 12/17/03
Lab#e 2609
Page 3 of 4
Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 12/16/03
Initals DBW
Date 12/17/03
Initals DBW
Date 12/18/03
Initals DBW
Filter ID 1011
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
2609-14/15
1011
2360
3.59160
9:25
3.7086
8:30
3.7090


0.111
6.0
14 <2.5
31
2342
3.51834
9:50
3.5194
10:10
3.5193



0.9
14 mid
99
2349
3.11781
9:50
3.1581
9:15
3.1583



40.3
14 >10
82
2386
3.64421
10:05
3.7231
9:55
3.7232



78.9

Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 12/16/03
Initals DBW
Date 12/17/03
Initals DBW
Data 12/18/03
Initals DBW
Filter ID 1008
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
2609-16
1008
2403
3.68650
9:10
3.8000
9:05
3.8006
9:50
3.80006
0.1133
0.2
16 <2.5
44
2343
4.04859
10:00
4.0496
10:10
4.0501



1.0
16 mid
58
2351
3.94467
10:15
3.9456
10:00
3.9453



0.7
16 >10
18
2339
3.90955
9:45
3.9097
10:05
3.9094



0.0

Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 12/16/03
Initals DBW
Date 12/17/03
Initals DBW
Date 12/18/03
Initals DBW
Filter ID 1010
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
2609-17/18
1010
2388
3.84729
9:15
3.9586
9:05
3.9584


0.1117
0.0
17 <2.5
14
2340
3.72361
9:55
3.7235
10:05
3.7238



0.0
17 mid
48
2334
3.80720
9:40
3.8083
9:30
3.8081



0.9
17 >10
35
2387
3.59101
9:50
3.5917
10:00
3.5916



0.5

Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 12/16/03
Initals DBW
Date 12/17/03
Initals DBW
Date 12/18/03
Initals DBW
Filter ID 1012
Time
Bag & RIter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
2609-19/20
1012
2335
3.98241
9:35
4.0967
9:30
4.0966


0.1136
0.6
19 <2.5
12
2359
3.85419
10:15
3.8545
9:55
3.8547



0.3
19 mid
36
2381
3.66028
10:05
3.6611
10:10
3.6607



0.4
19 >10
34
2337
3.62967
10:10
3.6307
9:50
3.6307



1.0
Element One, Inc. Form 131 - Revision 0.0
-------
elementOne
Client ACT
Balance checks
Particle Sizing Particulate
Date: 12/15/03 100 g= 99.9976
Date: 12/16/03
Date: 12/17/03
Lab # e 2609
Page 4 of 4
Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 12/16/03
Initals DBW
Date 12/17/03
Initals DBW
Date 12/18/03
Initals DBW
Filter ID 1013
Time
Bag & Filler
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
2609-21
1013
2375
3.65599
9:30
3.7704
9:30
3.7708


0.1142
0.2
21 <2.5
53
2410
3.41215
9:40
3.4124
9:35
3.4122



0.1
21 mid
31
2357
3.90122
9:35
3.9022
9:35
3.9024



1.0
21 >10
39
2369
4.09369
9:35
4.0955
9:45
4.0953



1.6
Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 12/16/03
Initals DBW
Date 12/17/03
Initals DBW
Date
Initals

Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg











0.0
2609-22
100
2382
3.80279
9:35
3.8042
9:45
3.8043



1.4











0.0











0.0
Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date
Initals
Data
Initals
Date
Initals

Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg











0.0











0.0











0.0











0.0
Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date
Initals
Date
Initals
Date
Initals
Filter ID
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight g
Filter Tare
Weight, g
PM Catch
Weight, mg











0.0











0.0











0.0











0.0
Element One, Inc. Form 131 - Revision 0.0
-------
Method 6020 & 200.8 Metals Summary Report
Sample ID:	Blank
Sample Date/Time:	Monday, December 22,2003 17:13:51
Sample Description:
Concentration Results

Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6
398655.9

ppb
I-
Sc
45
457769.4

ppb
I
As
75
265.8

ppb
l>
Rh
103
889785.4

ppb

Ho
165
1666730

ppb

Kr
83
275.7

ppb
Method 6020 & 200.8 Metals Summary Report



Sample ID:
Standard 1




Sample Date/Time:
Monday, December 22,2003 17:15:24


Sample Description:





Concentration Results






Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6
379748.4

ppb
I-
Sc
45
449674.3

ppb
i
As
75
38040.7
10.13913
ppb
l>
Rh
103
846728.9

ppb

Ho
165
1637198.3

ppb

Kr
83
271

ppb
Method 6020 & 200,8 Metals Summary Report



Sample ID:
Standard 2



Sample Date/Time:
Monday, December 22,2003 17:16:57


Sample Description:





Concentration Results






Anaiyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6
370548.5

ppb
I-
Sc
45
445318

ppb
I
As
75
76873.5
20.75713
ppb
l>
Rh
103
838734

ppb

Ho
165
1625649.8

ppb

Kr
83
276.3

ppb
Method 6020 & 200.8 Metals Summary Report



Sample ID:
Standard 3



Sample Date/Time:
Monday, December 22, 2003 17:18:31


Sample Description:





Concentration Results






Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6
354270.8

ppb
I-
Sc
45
440192.1

ppb
I
As
75
362077.3
99.83466
ppb
l>
Rh
103
823455.5

ppb

Ho
165
1625179.5

ppb

Kr
83
267.3

ppb
Method 6020 & 200.8 Metals Summary Report



Sample ID:
QC Std 1




Sample Date/Time:
Monday, December 22,2003 17:20:06


Sample Description:





Concentration Results






Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6
361913.5

ppb
I-
Sc
45
449712.9

ppb
i
As
75
36290.9
9.80284 ppb
i>
Rh
103
835346.4

ppb

Ho
165
1621367

ppb

Kr
83
232.7

ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample DatefHme:
Sample Description:
Concentration Results
Summary Report
QC Std 2
Monday, December 22,2003 17:21:39
Analyte Mass Meas. Intens. Mean Cone, Mean Report Unit

Li
6
363806.4
ppb
I"
Sc
45
447032.7
ppb
i
As
75
3848.1
0.95742 ppb
l>
Rh
103
853078.9
ppb

Ho
165
1665784.3
ppb

Kr
83
253
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 3
Monday, December 22,2003 17:23:11
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens. Mean
Li	6	363642.9
Sc	45	440418.3
As	75	158.5
Rh	103	845199.1
Ho	165	1659141.9
Kr	83	237.3
Summary Report
QC Std 4
Monday, December 22,2003 17:24:44
Cone. Mean
Report Unit
ppb
ppb
0.02517 ppb
PPb
ppb
ppb
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
362671
ppb
h
Sc
45
456427.5
PPb
i
As
75
207874.5
56.50431 ppb
!>
Rh
103
834842.4
ppb

Ho
165
1644207.1
ppb

Kr
83
241.3
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 5
Monday, December 22,2003 17:26:16
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
358107.4
ppb
i-
Sc
45
451655.1
ppb
I
As
75
1716902.1
508.03229 ppb
l>
Rh
103
767719.7
ppb

Ho
165
1568918.6
ppb

Kr
83
278.3
ppb
Method 6020 & 200.8 Metals
Sample ID:
Summary Report
QC Std 6
Sample Date/Time:
Monday, December 22, 2003 17:27:50

Sample Description:




Concentration Results





Analyte
Mass
Meas. Intens. Mean
Cone. Mean

LI
6
504742.7

I-
Sc
45
500551.1

I
As
75
1777.3
0.45091
!>
Rh
103
778464


Ho
165
1630275.9


Kr
83
476.7

Report Unit
ppb
ppb
ppb
ppb
ppb
ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 7
Monday, December 22,2003 17:29:24
Analyte Mass Meas. Intens. Mean Cone, Mean Report Unit

Li
6
541437.7
ppb
I-
Sc
45
504840.5
ppb
i
As
75
34802
10.09185 ppb
l>
Rh
103
778325.6
ppb

Ho
165
1622302.7
ppb

Kr
83
496
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 8
Monday, December 22,2003 17:30:59
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
567008.5
ppb
I-
Sc
45
573110.4
PPb
I
As
75
1158.2
0.20875 ppb
l>
Rh
103
951764.5
ppb

Ho
165
1868423.2
ppb

Kr
83
224
ppb
Method 6020 & 200.8 Metals Summary Report
Sample ID:
LRB



Sample Date/Time:
Monday, December 22,2003 17:32:33

Sample Description;
ACT



Concentration Results





Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
484448.7
ppb
I-
Sc
45
504799.3
ppb
I
As
75
105.6
-0.03849 ppb
l>
Rh
103
821110.2
ppb

Ho
165
1629741.4
ppb

Kr
83
234.3
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
LRB
Monday, December 22,2003 17:34:08
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
470181.4
ppb
I-
Sc
45
489419.4
ppb
I
As
75
187797.4
53.28221 ppb
i>
Rh
103
799911
ppb

Ho
165
1595798
ppb

Kr
83
205.7
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2609-1
Monday, December 22,2003 17:35:42
ACT
i-
I
l>
Analyte Mass Meas. Intens. Mean	Cone.
Li	6	405860.3
Sc	45	876577.4
As	75	185705.6
Rh	103	676069
Ho	165	1570367.8
Kr	83	777.7
Mean Report Unit
ppb
ppb
62.34349 ppb
ppb
ppb
ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2609-1+
Monday, December 22, 2003 17:37:14
ACT
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
2609-2
Monday, December 22, 2003 17:38:47
ACT
Meas. Intens. Mean Cone
413593.2
1005488.9
147122.5
676869.2
1527007.2
2068.2
. Mean Report Unit
PPb
PPb
49.31422 ppb
ppb
ppb
ppb
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
2609-2
Monday, December 22, 2003 17:40:19
ACT
Meas. Intens. Mean Cone.
413568.4
895322.6
205322.9
710380.2
1655197.4
800.7
Mean Report Unit
ppb
ppb
65.59964 ppb
ppb
ppb
ppb
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
2609-2+
Monday, December 22, 2003 17:41:52
ACT
Analyte Mass Meas. Intens. Mean
Meas. Intens. Mean Cone.
399910
879181.5
203568.4
700416.7
1642311.5
804
Mean Report Unit
ppb
ppb
65.96822 ppb
ppb
ppb
ppb
Cone. Mean Report Unit

Li
6
364410.7
ppb
1-
Sc
45
1067575.7
ppb
1
As
75
127030.2
49.99366 ppb
!>
Rh
103
576534.6
ppb

Ho
165
1492765.3
ppb

Kr
83
1911.9
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2609-2+
Monday, December 22, 2003 17:43:25
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
346799
ppb
I-
Sc
45
1054526.6
ppb
I
As
75
126838.4
50.49472 ppb
l>
Rh
103
569974.4
ppb

Ho
165
1493133.4
ppb

Kr
83
2001.6
ppb
-------
Method 6020 & 200.8 Metals Summary Report
Sample ID:	2609-4
Sample Date/Time:	Monday, December 22,2003 17:44:58
Sample Description:	ACT
Concentration Results

Analyte
Mass
Meas, Intens. Mean Cone. Mean
Report Unit

U
6
187062,2
ppb
I-
Sc
45
1450214.4
ppb
I
As
75
2089513.9 996.5717
ppb
l>
Rh
103
476328.9
ppb

Ho
165
1955175.4
ppb

Kr
83
4276
ppb
Method 6020 & 200.8 Metals Summary Report


Sample ID:
2609-4



Sample Date/Time:
Monday, December 22,2003 17:46:31

Sample Description:
ACT



Concentration Results





Analyte
Mass
Meas. Intens. Mean Cone. Mean
Report Unit

Li
6
190565.1
ppb
I-
Sc
45
1419450.4
ppb
I
As
75
2108070.4 988.1089
ppb
!>
Rh
103
484682.4
ppb

Ho
165
1956630.3
ppb

Kr
83
4318
ppb
Method 6020 & 200.8 Metals Summary Report


Sample ID:
QC Std 3



Sample Date/Time:
Monday, December 22,2003 17:48:04

Sample Description:




Concentration Results





Analyte
Mass
Meas. intens. Mean Cone. Mean
Report Unit

Li
6
341945.9
ppb
I-
Sc
45
421645.2
ppb
l
As
75
2948.1 0.72699
ppb
l>
Rh
103
844256.9
ppb

Ho
165
1534616.4
ppb

Kr
83
243.7
ppb
Method 6020 & 200.8 Metals Summary Report


Sample ID:
QC Std 4



Sample Date/Time:
Monday, December 22, 2003 17:49:37

Sample Description:




Concentration Results





Analyte
Mass
Meas. Intens. Mean Cone. Mean
Report Unit

Li
6
342720.8
ppb
I-
Sc
45
436767.6
ppb
I
As
75
204316.1 56.22163
ppb
!>
Rh
103
824657
ppb

Ho
165
1655858.2
ppb

Kr
83
231.3
ppb
Method 6020 & 200.8 Metals Summary Report


Sample ID:
2609-4+



Sample Date/Time:
Monday, December 22,2003 17:51:10

Sample Description:
ACT



Concentration Results





Analyte
Mass
Meas. Intens. Mean Cone. Mean
Report Unit

Li
6
170742.9
ppb
I-
Sc
45
2303829.1
ppb
I
As
75
845879.6 590.97524
ppb
i>
Rh
103
325180.5
ppb

Ho
165
2021592.9
ppb

Kr
83
9069.2
542
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description;
Concentration Results
Summary Report
2609-4+
Monday, December 22,2003 17:52:44
ACT
Analyte Mass Meas. Intens. Mean Cone, Mean Report Unit

Li
6
170974.7
ppb

Sc
45
2314577.2
ppb
j
As
75
913206.4
632.387 ppb
>
Rh
103
328052.1
ppb

Ho
165
2025148
ppb

Kr
83
9350,1
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2609-6
Monday, December 22,2003 17:54:19
ACT
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas, Intens. Mean Cone. Mean
Li	6	311528.6
Sc	45	165089.8
As	75	2691.9
Rh	103	927428.2
Ho	165	923280.9
Kr	83	225.7
Summary Report
2609-6+
Monday, December 22, 2003 17:55:54
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit
Report Unit
ppb
ppb
0.5919 ppb
ppb
ppb
ppb

Li
6
298967.1
ppb
I-
Sc
45
434698.8
ppb
I
As
75
1041.6
0.22549 ppb
l>
Rh
103
807992.9
ppb

Ho
165
1658311.7
ppb

Kr
83
214
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2609-7
Monday, December 22,2003 17:57:28
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
290359.2
ppb
I-
Sc
45
407205.9
ppb
i
As
75
794.3
0.1552 ppb
i>
Rh
103
809213.3
ppb

Ho
165
1612569.1
ppb

Kr
83
224.7
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Dateffime:
Sample Description:
Concentration Results
Summary Report
2609-7
Monday, December 22, 2003 17:59:00
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
296046
ppb
h
Sc
45
412189.5
ppb
I
As
75
660.2
0.11499 ppb
l>
Rh
103
820377
ppb

Ho
165
1632620.2
ppb

Kr
83
225
ppb
-------
Method 6020 & 200.8 Metals Summary Report
Sample ID:	2609-7+
Sample Date/Time:
Monday, December 22, 2003 18:00:33

Sample Description:
ACT



Concentration Results





Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
288427
ppb
1-
Sc
45
404984.8
ppb
I
As
75
382.6
0.03802 ppb
l>
Rh
103
821072.5
ppb

Ho
165
1619713.1
ppb

Kr
83
205.7
ppb
Method 6020 & 200.8 Metals
> Summary Report


Sample ID:
2609-7+



Sample Date/Time:
Monday, December 22, 2003 18:02:06

Sample Description:
ACT



Concentration Results





Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
295502.1
ppb
1-
Sc
45
408536.2
ppb
I
As
75
363
0.03092 ppb
l>
Rh
103
837303.6
ppb

Ho
165
1654084.1
ppb

Kr
83
219
ppb
Method 6020 & 200.8 Metals Summary Report


Sample ID:
2609-9



Sample Date/Time:
Monday, December 22,2003 18:03:39

Sample Description:
ACT



Concentration Results





Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
279714
ppb
1-
Sc
45
374059.2
ppb
1
As
75
565.3
0.09418 ppb
l>
Rh
103
793336.4
ppb

Ho
165
1589869.5
ppb

Kr
83
216.3
ppb
Method 6020 & 200.8 Metals Summary Report


Sample ID:
2609-9



Sample Date/Time:
Monday, December 22,2003 18:05:11

Sample Description:
ACT



Concentration Results





Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
285019.5
ppb
1-
Sc
45
384239.7
ppb
1
As
75
192429.4
53.95626 ppb
l>
Rh
103
809332.1
ppb

Ho
165
1643483.3
ppb

Kr
83
194
ppb
Method 6020 & 200.8 Metals Summary Report


Sample ID:
QC Std 3



Sample Date/Time:
Monday, December 22,2003 18:06:44

Sample Description:




Concentration Results





Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
276552
ppb
1-
Sc
45
342424.8
ppb
I
As
75
167.4
-0,01894 ppb
l>
Rh
103
782109.1
ppb

Ho
165
1577205.9
ppb

Kr
83
205.3
ppb



544
-------
Method 6020 & 200.8 Metats Summary Report
Sample ID:	QC Std 4
Sample Date/Time:	Monday, December 22,2003 18:08:17
Sample Description:
Concentration Results

Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6
267678.5

ppb
I-
Sc
45
354839.9

ppb
I
As
75
177456.6
52.79214
ppb
l>
Rh
103
762731.8

ppb

Ho
165
1584777.5

ppb

Kr
83
201

ppb
Method 6020 & 200.8 Metals Summary Report



Sample ID:
2609-9+




Sample Date/Time:
Monday, December 22,2003 18:09:50


Sample Description:
ACT




Concentration Results






Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6
274420.9

ppb
I-
Sc
45
398829.2

ppb
I
As
75
363.4
0.04183
ppb
l>
Rh
103
753947

ppb

Ho
165
1532116.1

ppb

Kr
83
195

ppb
Method 6020 & 200.8 Metals Summary Report



Sample ID:
2609-9+




Sample Date/Time:
Monday, December 22, 2003 18:11:24


Sample Description:
ACT




Concentration Results






Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6
345860.8

ppb
I-
Sc
45
466881.6

ppb
i
As
75
164551.1
40.25472
ppb
!>
Rh
103
927219.5

ppb

Ho
165
1870249.9

ppb

Kr
83
186.7

ppb
Method 6020 & 200.8 Metals Summary Report



Sample ID:
2609-11




Sample Date/Time:
Monday, December 22, 2003 18:12:58


Sample Description:
ACT




Concentration Results






Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6
276008.9

ppb
I-
Sc
45
438357.5

ppb
I
As
75
29314.4
9.41514
ppb
!>
Rh
103
702347

ppb

Ho
165
1564918.8

ppb

Kr
83
297

ppb
Method 6020 & 200.8 Metals Summary Report



Sample ID:
2609-11+




Sample Date/Time:
Monday, December 22,2003 18:14:32


Sample Description:
ACT




Concentration Results






Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

LI
6
277231.7

ppb
i-
Sc
45
494200.3

ppb
I
As
75
35835.5
11.75184
ppb
i>
Rh
103
688807.4

ppb

Ho
165
1582876.1

ppb

Kr
83
385.3

ppb



545

-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2609-12
Monday, December 22,2003 18:16:07
ACT

Analyte
Mass
Meas. Intens. Mean

Li
6
296631.3
I-
Sc
45
589207.2
I
As
75
93194.1
i>
Rh
103
719287.1

Ho
165
1637016.3

Kr
83
607.7
Cone. Mean
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/T'me:
Sample Description:
Concentration Results
Report Unit
ppb
ppb
29.36716 ppb
ppb
ppb
ppb
Summary Report
2609-12
Monday, December 22,2003 18:17:42
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
293398.9
ppb

Sc
45
590164.6
ppb

As
75
94654.5
30.28088 ppb
i>
Rh
103
708609.3
ppb

Ho
165
1609467.9
ppb

Kr
83
596.7
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2609-12+
Monday, December 22,2003 18:19:16
ACT

Analyte
Mass Meas.
Intens. Mean
Cone. Mean Report Unit

Li
6
284589.4
ppb
I-
Sc
45
563879.6
ppb

As
75
59282.4
20.63692 ppb
j>
Rh
103
650507.5
ppb

Ho
165
1559312.5
ppb

Kr
83
654.4
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2609-12+
Monday, December 22,2003 18:20:49
ACT

Analyte
Mass
Meas. Intens. Mean Cone. Mean
Report Unit

Li
6
277898.1
ppb
I-
Sc
45
560141,2
ppb
I
As
75
58816.3 20.94489
ppb
i>
Rh
103
636003.3
ppb

Ho
165
1537106.8
ppb

Kr
83
677.4
ppb
Method 6020 & 200.8
Metals Summary Report


Sample ID:
2609-14



Sample Date/Time:
Monday, December 22,2003 18:22:22

Sample Description:
ACT



Concentration Results




Analyte
Mass
Meas. Intens. Mean Cone. Mean
Report Unit

Li
6
276267.7
ppb
I-
Sc
45
501549.6
ppb
I
As
75
72725.4 24.1708 ppb
l>
Rh
103
681665.5
ppb

Ho
165
1552886.8
ppb

Kr
83
392.7
ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2609-14
Monday, December 22,2003 18:23:56
ACT
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens. Mean Cone.
Li	6	269884.9
Sc	45	488313.7
As	75	238042.3
Rh	103	662525
Ho	165	1541611.1
Kr	83	376.7
Summary Report
QC Std 3
Monday, December 22,2003 18:25:28
Mean Report Unit
ppb
ppb
81.56132 ppb
ppb
ppb
ppb
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
267993.9
ppb
I-
Sc
45
338657.4
PPb
I
As
75
276.5
0.01785 ppb
l>
Rh
103
733789.3
ppb

Ho
165
1507591
PPb

Kr
83
186.3
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 4
Monday, December 22,2003 18:27:01
Analyte Mass Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
255820.4
ppb
!-
Sc
45
330512.5
PPb
I
As
75
165743.4
52.52092 ppb
!>
Rh
103
716160.2
ppb

Ho
165
1511835.9
ppb

Kr
83
199.7
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2609-14+
Monday, December 22, 2003 18:28:34
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
270528.8
ppb
I-
Sc
45
508290.2
ppb
I
As
75
37254,7
13.83915 ppb
!>
Rh
103
608598.2
ppb

Ho
165
1486901.7
ppb

Kr
83
535
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2609-14+
Monday, December 22,2003 18:30:07
ACT
Analyte Mass Meas. intens. Mean Cone. Mean Report Unit

Li
6
259189
ppb
I-
Sc
45
494849.2
PPb
I
As
75
171317.6
68.45531 ppb
l>
Rh
103
568019.6
ppb

Ho
165
1387272.1
ppb

Kr
83
519.7
547
-------
Method 6020 & 200.8 Metals Summary Report
Sample ID:
2609-16



Sample Date/Time:
Monday, December 22,2003 18:31:40


Sample Description:
ACT



Concentration Results





Analyte
Mass Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6 266110.5

ppb
I-
Sc
45 291793.6

ppb
I
As
75 883.8
0.20313
ppb
l>
Rh
103 741122.8

ppb

Ho
165 1522439.3

ppb

Kr
83 194

ppb
Method 6020 & 200,8 Metals Summary Report
Sample ID:
2609-16+
Sample Date/Time:
Monday, December 22, 2003 18:33:14

Sample Description:
ACT



Concentration Results





Analyte
Mass
Meas. Intens. Mean Cone. Mean
Report Unit

Li
6
278298.9
ppb
i-
Sc
45
390617.4
ppb
I
As
75
240.2 0.00794
ppb
l>
Rh
103
714869.3
ppb

Ho
165
1454683
ppb

Kr
83
187.3
ppb
Method 6020 & 200.8 Metals Summary Report


Sample ID:
2609-17



Sample DateATime:
Monday, December 22, 2003 18:34:48

Sample Description:
ACT



Concentration Results





Analyte
Mass
Meas. Intens. Mean Cone. Mean
Report Unit

Li
6
263600.2
ppb
I-
Sc
45
242205.5
ppb
I
As
75
465.2 0.07568
ppb
l>
Rh
103
733966.1
ppb

Ho
165
1467155.8
ppb

Kr
83
184.3
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2609-17
Monday, December 22, 2003 18:36:22
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
260724.4
ppb
I-
Sc
45
288090.4
ppb
I
As
75
401.3
0.054 ppb
l>
Rh
103
748442.8
ppb

Ho
165
1520063
ppb

Kr
83
195.3
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2609-17+
Monday, December 22, 2003 18:37:56
ACT
Analyte	Mass Meas. Intens. Mean Cone.
Li	6 254193.2
Sc	45 369729.7
As	75 35.1
Rh	103 699927.5
Ho	165 1473728.9
Kr	83 185.7
t;
Mean Report Unit
ppb
ppb
-0.05645 ppb
ppb
ppb
ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2609-17+
Monday, December 22, 2003 18:39:31
ACT
Analyte Mass Meas, Intens. Mean Cone, Mean Report Unit

Li
6
253092.7
ppb
i-
Sc
45
339511.9
ppb
I
As
75
100.6
-0.03527 ppb
l>
Rh
103
702734.8
ppb

Ho
165
1474905.4
ppb

Kr
83
204.3
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2609-19
Monday, December 22, 2003 18:41:06
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
249724.5
ppb
I-
Sc
45
329776
PPb
I
As
75
214.5
0.00193 ppb
l>
Rh
103
698314.6
ppb

Ho
165
1471883.7
ppb

Kr
83
187
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2609-19
Monday, December 22, 2003 18:42:39
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
244073.3
ppb
I-
Sc
45
330922.7
ppb
I
As
75
151990.5
49.8839 ppb
l>
Rh
103
691325.2
ppb

Ho
165
1447047.3
ppb

Kr
83
195
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 3
Monday, December 22, 2003 18:44:12
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
239829.5
ppb
I-
Sc
45
271313
ppb
I
As
75
197.7
-0.00378 ppb
i>
Rh
103
701345.7
ppb

Ho
165
1471566.9
ppb

Kr
83
197
ppb
Method 6020 & 200.8 Metals Summary Report
Sample ID:
QC Std 4
Sample Date/Time:
Monday, December 22, 2003 18:45:44
Sample Description:



Concentration Results




Analyte
Mass
Meas. Intens. Mean

Li
6
233983
I-
Sc
45
297679.9
i
As
75
154274.2
l>
Rh
103
682189

Ho
165
1462588.5

Kr
83
186
Cone. Mean
Report Unit
ppb
PPb
51.3146 ppb
ppb
ppb
ppb
-------
Method 6020 & 200.8 Metals Summary Report
Sample ID:
2609-19+



Sample Date/Time:
Monday, December 22, 2003 18:47:18

Sample Description:
ACT



Concentration Results





Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
260052
ppb
I-
Sc
45
363329.6
ppb
I
As
75
321.5
0.03807 ppb
l>
Rh
103
692931.6
ppb

Ho
165
1467501.5
ppb

Kr
83
168.3
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2609-19+
Monday, December 22, 2003 18:48:52
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
268147.5
ppb
I-
Sc
45
352659.4
ppb
I
As
75
150718.2
49.02271 ppb
l>
Rh
103
697605.5
ppb

Ho
165
1468198
ppb

Kr
83
176.7
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2609-21
Monday, December 22, 2003 18:50:25
ACT

Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6
243706.8

ppb
I-
Sc
45
289550.9

ppb
I
As
75
410.6
0.06767
ppb
l>
Rh
103
688197.3

ppb

Ho
165
1443181.4

ppb

Kr
83
183.3

ppb
Method 6020 & 200.8 Metals
i Summary Report



Sample ID:
2609-21 +




Sample Date/Time:
Monday, December 22, 2003 18:51:59


Sample Description:
ACT




Concentration Results






Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6
237015.6

ppb
I-
Sc
45
283348

ppb
I
As
75
46.5
-0.05258
ppb
l>
Rh
103
709241.1

ppb

Ho
165
1468176.6

ppb

Kr
83
176

ppb
Method 6020 & 200.8 Metals
; Summary Report



Sample ID:
2609-22




Sample Date/Time:
Monday, December 22, 2003 18:53:32


Sample Description:
ACT




Concentration Results






Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6
300008.9

ppb
I-
Sc
45
430319.3

ppb
I
As
75
452.4
0.07524
ppb
l>
Rh
103
716113.1

ppb

Ho
165
1468709.6

ppb

Kr
83
177

ppb
-------
Method 6020 & 200.8 Metals Summary Report
Sample ID:
2609-4


Sample Date/Time:
Monday, December 22, 2003 18:55:06
Sample Description:
ACT


Concentration Results




Analyte
Mass
Meas. Intens. Mean

Li
6
236017.5
1-
Sc
45
453552.5
1
As
75
321216.7
l>
Rh
103
624288.3

Ho
165
1481378.8

Kr
83
524
Cone. Mean
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Report Unit
PPb
ppb
116.83874 ppb
ppb
ppb
ppb
Summary Report
2609-4
Monday, December 22, 2003 18:56:40
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
231580.8
ppb
I-
Sc
45
464384.1
ppb
I
As
75
457740
170.14598 ppb
l>
Rh
103
611019.8
ppb

Ho
165
1412429.8
ppb

Kr
83
553.4
ppb
Method 6020 & 200.8 Metals Summary Report
Sample ID:
Sample Date/Time:
2609-4+
Monday, December 22, 2003 18:58:14
Sample Description:
ACT




Concentration Results






Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6
202295.1

ppb
I-
Sc
45
802362.6

ppb
I
As
75
284079.2
135.47649
ppb
l>
Rh
103
476160.8

ppb

Ho
165
1516769.1

ppb

Kr
83
1388.1

ppb
Method 6020 & 200.8 Metals
»Summary Report



Sample ID:
2609-4+




Sample Date/Time:
Monday, December 22, 2003 18:59:49


Sample Description:
ACT




Concentration Results






Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6
198722.7

ppb
I-
Sc
45
792896.6

ppb
I
As
75
386438
184.72917
ppb
l>
Rh
103
475118.3

ppb

Ho
165
1513554.2

ppb

Kr
83
1368.4

ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2609-23
Monday, December 22, 2003 19:01:24
ACT
l>
Analyte Mass Meas. Intens. Mean
Li	6	211492.5
Sc	45	367352.7
As	75	1343.1
Rh	103	537188
Ho	165	682214
Kr	83	412
Cone. Mean
Report Unit
ppb
ppb
0.50033 ppb
PPb
ppb
ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 3
Monday, December 22, 2003 19:02:57
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
239235.4
ppb
I-
Sc
45
273895.1
ppb
I
As
75
183.2
-0.00892 ppb
!>
Rh
103
706833.6
ppb

Ho
165
1392389.8
ppb

Kr
83
182.3
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 4
Monday, December 22, 2003 19:04:29
l>
Analyte Mass Meas. Intens. Mean
Li	6	232336.1
Sc	45	307757.8
As	75	160770.9
Rh	103	696470.8
Ho	165	1465695.8
Kr	83	198.7
Cone. Mean
52.38091
Report Unit
ppb
ppb
ppb
ppb
ppb
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2609-24
Monday, December 22, 2003 19:06:03
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
174032.4
ppb
I-
Sc
45
745339.2
ppb
i
As
75
423607.7
196.83796 ppb
l>
Rh
103
488764
ppb

Ho
165
537511.6
ppb

Kr
83
714.7
ppb
Method 6020 & 200.8 Metals Summary Report
Sample ID:
Sample Date/Time:
2609-25
Monday, December 22, 2003 19:07:37
Sample Description:
ACT



Concentration Results





Analyte
Mass
Meas. Intens. Mean
Cone. Mean

Li
6
205881.5

I-
Sc
45
2202612.9

I
As
75
91711.6
78.07154
l>
Rh
103
266677.7


Ho
165
915496.7


Kr
83
5413.9

Method 6020 & 200.8 Metals
; Summary Report


Sample ID:
2609-26



Sample Date/Time:
Monday, December 22, 2003 19:09:11

Sample Description:
ACT



Concentration Results





Analyte
Mass
Meas. Intens. Mean
Cone. Mean

Li
6
204241.6

I-
Sc
45
337239.2

I
As
75
9907.5
3.93503
l>
Rh
103
562331.3


Ho
165
579814.6


Kr
83
293.3

Report Unit
ppb
ppb
ppb
ppb
ppb
ppb
Report Unit
ppb
ppb
ppb
ppb
ppb
ppb
-------
Method 6020 & 200.8 Metals Summary Report
Sample ID:
QC Std 3
Sample Date/Time:
Monday, December 22, 2003 19:13:52
Sample Description:



Concentration Results




Analyte
Mass
Meas. Intens. Mean

Li
6
379314.3
I-
Sc
45
336014.8
1
As
75
465.9
l>
Rh
103
743779.6

Ho
165
1402954.4

Kr
83
217.7
Method 6020 & 200.8 Metals Summary Report

Sample ID:
QC Std 4


Sample Date/Time:
Monday, December 22,2003 19:15:24
Sample Description:



Concentration Results




Analyte
Mass
Meas. Intens. Mean

Li
6
336285.1
1-
Sc
45
380585.7
1
As
75
177468.1
l>
Rh
103
718477.4

Ho
165
1446284.6

Kr
83
202.3
Cone. Mean
Report Unit
ppb
PPb
0.07444 ppb
ppb
ppb
ppb
Cone. Mean
Report Unit
ppb
ppb
56.0595 ppb
ppb
ppb
ppb
-------
APPENDIX F2
ELEMENT ONE, INC.
ARSENIC AND PARTICULATE MATTER
TEST REPORT FOR
S.T. WOOTEN CENTRAL MIX &
CHANDLER CONCRETE TRUCK MIX
-------
Air Control Techniques
301 E. Durham Rd
Cary, NC 27513
Project ID: 877
Arsenic and
Particulate Matter
EPA Methods 201A & 29
Analytical Report
2990
Element One, Inc.
5022-CWrightsville Av., Wilmington, NC 28403
910-793-0128 FAX:910-792-6853 e1lab@hotmail.com
-------
I have reviewed the following data for completeness,
accuracy, adherence to method protocol, and compliance
with quality assurance guidelines.
Quality assurance review by Bruce Hawks
-------
SUMMARY OF RESULTS
-------
Summary of Analysis
Summary of ST-C-IN-PRE4 Particle Sizing and Arsenic Analysis

PRE4-1
PRE4-2
PRE4-2
PRE4-3
ST-Field Blank
Element
Catch, mg
Catch, mg
Catch, mg
Catch, mg
Catch, mg
Filter
8.4
9.6
9.6
13.9
0.0
<2.5
5.6
0.8
0.8
2.4
0.5
>2.5<10
147.2
112.9
112.9
263.6
0.0
>10
511.8
595.1
595.1
346.0
0.1

PRE4-1
PRE4-2
PRE4-2
PRE4-3
ST-Field Blank

Total pg
Total MS
Total |jg
Total jjg
Total Mg
<10 Arsenic
9.45
8.83
8.89
32.0
0.13
>10 Arsenic
11.4
19.7
20.2
21.6
<0.1
<10 pg As/mg
0.059
0.072
0.072
0.114

>10 pg As/mg
0.022
0.033
0.034
0.063

Summary of ST Materials Arsenic Analysis
ST Stone St Flyash ST Cement	ST Sand
Element mg/Kg mg/Kg mg/Kg	mg/Kg
Arsenic <0.1 24.1 6.60	0.10
elementOne
-------
Summary of Analysis (continued)
Summary of TV-T-IN-PRE4 Particle Sizing and Arsenic Analysis

PRE4-1
PRE4-2
PRE4-2
PRE4-3
TV-Field Blank
Element
Catch, mg
Catch, mg
Catch, mg
Catch, mg
Catch, mg
Filter
3.8
3.5
3.5
9.2
0.0
<2.5
7.7
0.0
0.0
1.6
0.3
>2.5<10
43.8
31.9
31.9
77.6
0.0
>10
58.9
39.6
39.6
152.1
0.4

PRE4-1
DDCyl O
rKt4-£
PRE4-2
PRE4-3
TV-Field Blank

Total Mg
Total \ig
Total M9
Total Mg
Total jjg
<10 Arsenic
6.79
4.04
4.05
6.98
<0.1
>10 Arsenic
3.52
2.38
2.36
4.42
0.17
<10 pg As/mg
0.123
0.114
0.114
0.079

>10 pg As/mg
0.060
0.060
0.060
0.029

Summary of TV Materials Arsenic Analysis
Element
Arsenic
TV Stone
mg/Kg
0.71
TV Flyash
mg/Kg
8.48
TV Cement
mg/Kg
5.18
TV Sand
mg/Kg
0.11
elementOne
-------
ANALYTICAL NARRATIVE
-------
Element One Analytical Narrative
Client
Air Control Techniques
Element One #:
2990
Client ID:
877
Analyst:
KMS, IJJ
Date Received
3/22/04
Method:
PS & M29
Analytes
Particulate and As
Dates Analyzed
3/24 - 26/04
Summary of Analysis
Particle sizing samples were measured following Method 201A guidelines.
Following the particulate catch measurements, the < 10 Mm samples for each run were
combined into a single sample. The samples were digested, prepared, and analyzed
according to Method 29 protocol. Arsenic was analyzed on a PerkinElmer ELAN 6100
ICP-MS.
Detection Limits
ICP-MS instrument reporting limit was 1 jjg/L for arsenic.
Analysis QA/QC
Duplicate analyses relative percent difference (RPD), spike sample recovery, and second
source calibration verification data are summarized on the following pages. All QA/QC
data was within the criteria of the method.
Additional Comments
The reported results have not been corrected for any blank or spike recovery values.
Nothing unusual was noticed with any of the analyses.
elementOne
-------
Arsenic Duplicate Analysis RPD
Element ST-C-IN-PRE4-2 TV-T-IN-PRE4-2
<10 Arsenic	0.7%	0.4%
>10 Arsenic	2.4%	0.9%
Arsenic Spike Recoveries
Element	ST-C-IN-PRE4-3 TV-T-IN-PRE4-3
<10 Arsenic	99%	95%
>10 Arsenic	110%	106%
Second Source Calibration Check Recoveries
Element 0.25 ppb 1 ppb 10 ppb 50 ppb 500 ppb
Arsenic	98%	92% 102% 113% 109%
elementOne
-------
SAMPLE CUSTODY
-------
Air
Control Techniques, P.C.
AIR POLLUTION CONTROL SYSTEMS ENGINEERING
301 East Durham Road
Gary, North Carolina 27513
(919)460-7811
Chain of Custody
JOB / PO#:
877
TO: Bruce Hawks
ELEMENT ONE
5022 C WRIGHTSVILLE AVE.
Wilmington, NC 28403
Samples recovered by: Todd T. Brozell
3hby
Date ^78*11/03
" / V
SAMPLE
NUMBER
COMPONENT
ANALYSIS
ST Stone Sample
Stone
Arsenic
ST Flyash Sample
Flyash
Arsenic
ST Cement Sample
Cement
Arsenic
ST Sand Sample
Sand
Arsenic
ST-C-IN-PRE4-1
1.	Cyclone rinse with acetone, PM>10 microns
2.	Cyclone rinse with acetone, PM<10>2.5 microns
3.	Cyclone rinse with acetone, PM<2,5 microns
4.	Filter, PM<2.5 microns
A.	Gravimetric on 1,2,3 & 4;
B.	Arsenic on I greater than 10
microns.
C.	Combine 2, 3, & 4 Arsenic
less than 10 microns.
ST-C-IN-PRE4-2
1.	Cyclone rinse with acetone, PM>10 microns
2.	Cyclone rinse with acetone, PM<10>2.5 microns
3.	Cyclone rinse with acetone, PM<2.5 microns
4.	Filter, PM<2.5 microns
A.	Gravimetric on 1,2,3 & 4.
B.	Arsenic on 1 greater than 10
microns.
C.	Combine 2,3, & 4 Arsenic
less than 10 microns.
ST-C-IN-PRE4-3
1.	Cyclone rinse with acetone, PM>10 microns
2.	Cyclone rinse with acetone, PM<10>2.5 microns
3.	Cyclone rinse with acetone, PM<2.5 microns
4.	Filter, PM<2.5 microns
A.	Gravimetric on 1,2,3 & 4.
B.	Arsenic on 1 greater than 10
microns.
C.	Combine 2,3 & 4 Arsenic
less than 10 microns.
UL
-------
Air
Control Techniques, P.C.
AIR POLLUTION CONTROL SYSTEMS ENGINEERING
301 East Durham Road
Gary, North Carolina 27513
(919)460-7811
Chain of Custody
JOB IPO#:
877
TO; Bruce Hawks
ELEMENT ONE
5022 C WRIGHTSVILLE AVE.
Wilmington, NC 28403
Samples recovered bv: Todd T. Brozell
Date l^fi/03
SAMPLE
NUMBER
COMPONENT
ANALYSIS
ST Stone Sample
Stone
Arsenic
ST Flyash Sample
Flyash
Arsenic
ST Cement Sample
Cement
Arsenic
ST Sand Sample
Sand
Arsenic
ST-C-IN-PRE4-1
1.	Cyclone rinse with acetone, PM>10 microns
2,	Cyclone rinse with acetone, PM<10>2.5 microns
3,	Cyclone rinse with acetone, PM<2.5 microns
4.	Filter, PM^.5 microns
A. Gravimetric on 1,2,3 & 4.
8. Arsenic on 1 greater than 10
microns.
C. Combine 2,3, & 4 Arsenic
less than 10 microns.
ST-C-IN-PRE4-2
1,	Cyclone rinse with acetone, PM>10 microns
2.	Cyclone rinse with acetone, PM<10>2.5 microns
3.	Cyclone rinse with acetone, PM<2.5 microns
4,	Filter, PM<2.5 microns
A.	Gravimetric on 1,2,3 & 4.
B.	Arsenic on 1 greater than 10
microns.
C.	Combine 2,3, & 4 Arsenic
less than 10 microns.
ST-C-IN-PRE4-3
1.	Cyclone rinse with acetone, PM>10 microns
2.	Cyclone rinse with acetone, PM<10>2.5 microns
3.	Cyclone rinse with acetone, PM<2.5 microns
4.	Filter, PM<2.5 microns
A.	Gravimetric on 1,2,3 & 4.
B.	Arsenic on 1 greater than 10
microns.
C.	Combine 2,3 & 4 Arsenic
less than 10 microns.
U

-------
ANALYTICAL DATA
-------
elementOne AIR TESTING SAMPLE SUBMISSION FORM Lab ID # e2990
Client ID/PO#: 877
Date Received: 3/22/04
Page: 1 of 2
Customer: ACT
Results Requested: 3/30/04
Time Rec:
Address: 301 E Durham Road
Contact: Todd Brozell
Rec by: BGH
Cary, NC 27513
Email:actpc@aircontroltechniques.com
Via: Pickup

Phone: 919-460-7811
Fax: 919-460-7897
HN03Lot:
HFLo,:SW//Z U
HCi Lot:

Volume Marked C^/N
Volume Loss Y /(fj)/ ?
pH < 2.0 Y / N
Ref. Special

Sample Identification

Sample Identification
1
ST-C-IN-PRE4-1
8
TV-T-IN-PRE4-1
2
ST-C-IN-PRE4-2
9
TV-T-IN-PRE4-2
3
ST-C-IN-PRE4-2 Duplicate
10
TV-T-IN-PRE4-2 Duplicate
4
ST-C-IN-PRE4-3
11
TV-T-IN-PRE4-3
5
ST-C-IN-PRE4-3 Spike
12
TV-T-IN-PRE4-3 Spike
6
Field Blank ST
13
Field Blank TV
7
Acetone Blank ST
14
Acetone Blank TV




elements to Analyze: Particulate on each Fraction. Then As on >10 and As on combined filter, <2.5, &
>2.5<10.

Front Half
Back Half
HN03(A)
KMn04 (B)
HCI (C)
SAMPLE
BV.ml
FV, ml
BV, ml
Used
FV, ml
BV, ml
FV, ml
BV.ml
FV, ml
BV, ml
FV, m!
1











2/3











4/5











6











7











8











9/10











11/12











13











14























, Comments:* M _
1% it l-itf tub CX- MdU
Blh' v. v-' iOO^
567
-------
elementOne AIR TESTING SAMPLE SUBMISSION FORM Lab ID # e2990
Client ID/PO#: 877
Date Received: 3/22/04
Page: 2 of 2
Customer ACT
Results Requested: 3/30/04
Time Rec:
Address: 301 E Durham Road
Contact: Todd Brozell
Recby: BGH
Gary, NC 27513
Email:actpc@aircontroltechniques.com
Via: Pickup

Phone: 919-460-7811
Fax: 919-460-7897
HN03 Lot:
HF Lot:
HCI Lot:

Volume Marked Y / N
Volume Loss Y / N / ?
pH < 2.0 Y / N
Ref. Special

Sample Identification

Sample Identification
15
ST Stone


16
ST Flyash


17
ST Cement


18
ST Sand


19
TV Stone


20
TV Flyash


21
TV Cement


22
TV Sand


Elements to Analyze: As mg/Kg.

Front Half
Back Half
HN03 (A)
KMnCU (B)
HCI (C)
SAMPLE
BV, ml
FV, ml
BV, ml
Used
FV, ml
BV, ml
FV, ml
BV, ml
FV, ml
BV, ml
FV, ml
15











16











17











18











19











20








•


21











22



























































Comments:
Element One, Inc. Form 118 - Revision 6.0
-------
elementOne	SOLID SAMPLE WEIGHT WORKSHEET	Lab ID # e l*f\G
Date Started;	Finished: OH Balance check: 2.0000g =	°\ by: 155
Reference Method: *ticA HNQa Lot #: HOJflSD HCI Lot#: *%- Analyst: ttCS
Spiking Solutions Lot# A: Oimdy		C: 			 D:		
E: 	 	Other: 	 Data File:	QA checked:	
SAMPLE ID
WEIGHT, g
SPIKE,
t*9
FINAL
VOL., ml
DILUTION
SPIKE
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NOTES:
Element One, Inc. Form 100 - Revision 1.0
-------
Dataset Report
ser Name: ksmith
Computer Name: ICPMS1
Dataset File Path: c:\elandata\dataset\032604-1 \
Report Date/Time: Friday, March 26,2004 12:11:16

oM
Autosampler Position: 7
The Dataset
Time
Sample ID
Batch ID Read Type
Desc
10:16:57 Fri26-Mar-04
Blank
Blank

10:18:30 Fri 26-Mar-04
Standard 1
Standard #1

10:20:03 Fri 26-Mar-04
Standard 2
Standard #2

10:21:37 Fri 26-Mar-04
Standard 3
Standard #3

10:23:12 Fri 26-Mar-04
QC Std 1
QC Std #1

10:24:45 Fri 26-Mar-04
QC Std 2
QC Std #2

10:26:17 Fri 26-Mar-04
QC Std 3
QC Std #3

10:27:50 Fri 26-Mar-04
QC Std 4
QC Std #4

10:29:23 Fri 26-Mar-04
QC Std 5
QC Std #5

10:30:56 Fri 26-Mar-G4
QC Std 6
QC Std #6

10:32:30 Fri 26-Mar-04
QC Std 7
QC Std #7

10:34:05 Fri 26-Mar-04
QC Std 8
QC Std #8

10:35:39 Fri 26-Mar-04
LRB
Sample
ACT
10:37:14 Fri 26-Mar-04
LRB
Spike-1
ACT
10:38:48 Fri 26-Mar-04
2990-1
> Sample
ACT
.0:40:20 Fri 26-Mar-04
2990-2
> Sample
ACT
10:41:53 Fri 26-Mar-04
2990-2
> QC Duplicate
ACT
10:43:25 Fri 26-Mar-04
2990-4
> Sample
ACT
10:44:58 Fri 26-Mar-04
2990-4
» Spike -1
ACT
10:46:30 Fri 26-Mar-04
2990-6
> Sample
ACT
10:48:03 Fri 26-Mar-04
2990-7
> Sample
ACT
10:49:37 Fri 26*Mar-04
2990-8
> Sample
ACT
10:51:10 Fri 26-Mar-04
QC Std 3
QC Std #3

10:52:42 Fri 26-Mar-04
QC Std 4
QC Std #4

10:54:15 Fri 26-Mar-04
2390-9
> Sample
ACT
10:55:50 Fri 26-Mar-04
2990-9
> QC Duplicate
ACT
10:57:24 Fri 26-Mar-04
2990-11
> Sample
ACT
10:58:59 Fri 26-Mar-04
2990-11
> Spike-1
ACT
11:00:33 Fri 26-Mar-04
2990-13
> Sample
ACT
11:02:06 Fri 26-Mar-04
2990-14
> Sample
ACT
11:03:39 Fri 26-Mar-04
2990-1
< Sample
ACT
11:05:11 Fri 26-Mar-04
2990-2
< Sample
ACT
11:06:44 Fri 26-Mar-04
2990-2
< QC Duplicate
ACT
11:08:17 Fri 26-Mar-04
2990-4
< Sample
ACT
11:09:50 Fri 26-Mar-04
2990-4
< Spike -1
ACT
11:11:23 Fri 26-Mar-04
QC Std 3
QC Std #3

11:12:55 Fri 26-Mar-04
QC Std 4
QC Std #4

11:14:28 Fri 26-Mar-04
2990-6
< Sample
ACT
11:16:02 Fri 26-Mar-04
2990-8
< Sample
ACT
11:17:36 Fri 26-Mar-04
2990-9
< Sample
ACT
.1:19:11 Fri 26-Mar-04
2990-9
< QC Duplicate
ACT
11:20:46 Fri 2§-Mar-04
2990-11
< Sample
ACT
11:22:20 Fri 26-Mar-04
2990-11
< Spike -1
ACT
Init. Quant Prep. Vol. Aliquot. Vol. Diluted V
Page 1
-------
11:23:53 Fri 26-Mar-04
11:25:26 Fri26-Mar-04
11:26:58 Fri 26-Mar-04
2990-13 <
QC Std 3
QC Std 4
Sample ACT
QC Std #3
QC Std #4
Page 2
-------
Sample/Batch Report
ser Name: ksmith
Computer Name: ICPMS1
Sample File: C:\elandata\Sample\MMTL.sam
Report Date/Time: Friday, March 26,2004 12:11:20
A/S Loc. Batch ID Sample ID Description Sample Type
12	LRB	ACT
13	LRB	ACT	Spike-1
14	>	2990-1	ACT
15	>	2990-2	ACT
16	>	2990-2	ACT
17	>	2990-4	ACT
18	>	2990-4	ACT
19	>	2990-6	ACT
20	>	2990-7	ACT
21	>	2990-8	ACT
22	>	2990-9	ACT
23	>	2990-9	ACT
24	>	2990-11	ACT
25	>	2990-11	ACT
26	>	2990-13	ACT
27	>	2990-14	ACT
28	<	2990-1	ACT
29	<	2990-2	ACT
30	<	2990-2	ACT
31	<	2990-4	ACT
32	<	2990-4	ACT
33	<	2990-6	ACT
34	<	2990-8	ACT
35	<	2990-9	ACT
36	<	2990-9	ACT
37	<	2990-11	ACT
38	<	2990-11	ACT
39	<	2990-13	ACT
Init. Quant, Prep. Vol, Aliquot Vol. Diluted Vol. Solids Ratio
QC Duplicate
Spike -1
QC Duplicate
Spike -1
QC Duplicate
Spike -1
QC Duplicate
Spike-1 "
Page 1
-------
elementOne
ICR-MS RUN SHEET
2990
-o*i
Xnalyst:	KfV
S Date: 03-26-04 Solid Samp
es 0 / Liquid Samples
AlS
Loc
Batch
#for
sample
sets
Sample
Lab ID
Sample
Description
Type
Sample
QC Spike
QC Dup
QC Reg
Blank
Spike
coneentratlo
Prep
Volume
(ml)
Aliquot
(ml)
Diluted
to
Volume
(ml)
Units
12


LRB
S

100



13


LRB
ss
Table #1
100



14


2990-l>10
s

100



15


2990-2>10
s

100



16


2990-2>10
SD

100



17


2990-4>10
S

100



18


2990-4>10
SS
Table #1
100



19


2990-6>10
s

100



20


2990-7>10
s

100



21


2990-8>10
s

100



22


0990-9>10
s

100



23


2990-9>10
SD

100



24


2990-11>10
S

100



25


2990-11>10
SS
Table #1
100



26


2990-13>10
S

100



27


2990-14>10
s

100



28


2990-K10
S

100



29


2990-2<10
s

100



30


2990-2<10
SD

100



31


2990-4<10
S

100



32


2990-4<10
SS
Table #1
100



33


2990-6<10
s

100



-------
34


2990-8<10
S

100



35


0990-9<10
S

100



36


2990-9<10
SD

100



37


2990-11<10
.s

100



38


2990-11<10
ss
Table #1
100



39


2990-13<10
s

100











































Spikes are post at 0.02ml of 25ppm spiking solutions lot 021403-ABC or F in a final vo
ume of 1 Oral.
Element One, Inc. Form 126 - Revision 0.0
-------
t* ELAN Edit/Reprocess Session - {Quantitative Analysis Method • [Untitled]]
0 File Edit Analysis Options Window Help
M2
Jj5)2£J
31 D Gary | I to S \B f
Timing bkProcessing ^ Equation | kf Calibration j filSampling j SS Device;..,.
Analyte
Li
Sc
As
Ho
Kr
Mass
6.0151
44.9559
74.9216
164.93
82.9141
Spike Table 1
(Cone.)
Spike Table 1
Det Limit (Cone.)
Spike Table 2
(Cone.)
Spike Table 2
Det. Limit (Cone.)
Spike Table 3
(Cone.)
Spike Table 3
Det. Limit (Cone.)
Spike Table 4
(Cone.)
50
50
50
25
25
25
100
100
100
. :


. .
i:

< j QC Stds A QC Measurement Frequency A QC Std-int Stds A Calibration Stds A Sample Int Stds A Sample A Spike A Dilution A Duplicate A Spike TabieVfcK
. .*
' • .{X,
- i- / "*7 ' /> *
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'


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. * '
"8. !
LO
I>
LO
isfiSlarl I ' gji' lanager
4^ ELAN Instalment Control S... ELAN ExJit/Rt as
iNUM I
-------
Dataset Report
ser Name: ksmith
Computer Name: ICPMS1
Dataset File Path: C:\elandata\Datasei\032604-2\
Report Date/Time: Friday, March 26,2004 14:00:16
jUK**'
Autosampler Position: 7
The Dataset
Time
Sample ID
Batch ID
Read Type
Description
12:43:45 Fri 26-Mar-04
Blank

Blank

12:45:17 Fri26-Mar-04
Standard 1

Standard #1

12:46:51 Fri26-Mar-04
Standard 2

Standard #2

12:48:25 Fri 26-Mar-04
Standard 3

Standard #3

12:49:59 Fri 26-Mar-04
QC Std 1

QC Std #1

12:51:33 Fri 26-Mar-04
QC Std 2

QC Std #2

12:53:05 Fri 26-Mar-04
QC Std 3

QC Std #3

12:54:37 Fri 26-Mar-04
QC Std 4

QC Std #4

12:56:10 Fri 26-Mar-04
QC Std 5

QC Std #5

12:57:44 Fri 26-Mar-04
QCStd6

QC Std #6

12:59:18 Fri 26-Mar-04
QC Std 7

QC Std #7

13:00:52 Fri 28-Mar-04
QC Std 8

QCStd#8

13:02:27 Fri 26-Mar-04
LRB

Sample
ACT
13:04:02 Fri 26-Mar-04
LRB

Spike -1
ACT
13:05:36 Fri 26-Mar-04
2990-15

Sample
ACT
i 3:07:08 Fri 26-Mar-04
2990-15

Spike -1
ACT
13:08:40 Fri 26-Mar-04
2990-16

Sample
ACT
13:10:13 Fri 26-Mar-04
2990-16

Spike -1
ACT
13:11:45 Fri 26-Mar-04
2990-17

Sample
ACT
13:13:18 Fri 26-Mar-04
2990-17

Spike -1
ACT
13:14:51 Fri 26-Mar-04
2990-18

Sample
ACT
13:16:25 Fri 26-Mar-04
2990-18

Spike -1
ACT
13:17:57 Fri 26-Mar-04
QC Std 3

QC Std #3

13:19:30 Fri 26-Mar-04
QC Std 4

QC Std #4

13:21:03 Fri 26-Mar-04
2990-19

Sample
ACT
13:22:37 Fri 26-Mar-04
2990-19

Spike -1
ACT
13:24:12 Fri 26-Mar-04
2990-20

Sample
ACT
13:25:47 Fri 26-Mar-04
2990-20

Spike-1
ACT
13:27:21 Fri 26-Mar-04
2990-21

Sample
ACT
13:28:53 Fri 26-Mar-04
2990-21

Spike -1
ACT
13:30:28 Fri 26-Mar-04
2990-22

Sample
ACT
13:31:59 Fri 26-Mar-04
2990-22

Spike -1
ACT
13:33:31 Fri 26-Mar-04
QC Std 3

QC Std #3

13:35:04 Fri 26-Mar-04
QC Std 4

QC Std #4

13:41:41 Fri 26-Mar-04
2990-18

Sample
ACT
13:43:14 Fri 26-Mar-04
2990-18

Spike -1
ACT
13:44:47 Fri 26-Mar-04
2990-19

Sample
ACT
13:46:21 Fri 26-Mar-04
2990-19

Spike-1
ACT
13:47:54 Fri 26-Mar-04
2990-20
x5
Sample
ACT
13:49:29 Fri 26-Mar-04
2990-20
x5
Spike -1
ACT
13:51:03 Fri 26-Mar-04
2990-21

Sample
ACT
13:52:38 Fri 26-Mar-04
2990-21

Spike-1
ACT
13:54:12 Fri 26-Mar-04
2990-22

Sample
ACT
Init. Quant Prep. Vol. Aliquot. Vol. Diluted V



Page 1
-------
13:55:46 Fri 26-Mar-04 2990-22
13:57:18 Fri 26-Mar-04 QC Std 3
13:58:51 Fri 26-Mar-04 QC Std 4
Spike-1 ACT
QC Std #3
QC Std #4
Page 2
p- «•»4
1 \
-------
Sample/Batch Report	^
/i 0'
,ser Name: ksmith	b
Computer Name: ICPMS1	y
Sample File: C:\elandata\Sample\MMTL.sam
Report Date/Time: Friday, March 26, 2004 14:00:20
Loc.
Batch ID
Sample ID
Description
Sample Type
12

LRB
ACT

13

LRB
ACT
Spike -1
14

2990-15
ACT

15

2990-15
ACT
Spike -1
16

2990-16
ACT

17

2990-16
ACT
Spike -1
18

2990-17
ACT

19

2990-17
ACT
Spike -1
20

2990-18
ACT

21

2990-18
ACT
Spike -1 '
22

2990-19
ACT

23

2990-19
ACT
Spike -1
24

2990-20
ACT

25

2990-20
ACT
Spike -1
26

2990-21
ACT

27

2990-21
ACT
Spike-1
28

2990-22
ACT

29

2990-22
ACT
Spike -1
30

2990-18
ACT

31

2990-18
ACT
Spike -1
32

2990-19
ACT

33

2990-19
ACT
Spike -1
34
x5
2990-20
ACT

35
x5
2990-20
ACT
Spike-1
36

2990-21
ACT

37

2990-21
ACT
Spike -1
38

2990-22
ACT

39

2990-22
ACT
Spike-1
Init. Quant. Prep. Vol. Aliquot Vol. Diluted Vol. Solids Ratio
-------
elementOne	ICP-MS RUN SHEET	2990	^
\nalyst:	KMS Date: 03-26-04 Solid Samples ~ / Liquid Samples
n/S
Loc
Batch
#for
sample
sets
Sample
Lab ID
Sample
Description
Type
Sample
QC Spike
QCDup
QC Reg
Blank
Spike
concentratio
Prep
Volume
(ml)
Weight
(9)
Aliquot
(ml)
Diluted
to
Volume
(ml)
12


LRB
S

100



13


LRB
ss
Table #1
100




14


2990-15
s

100
1.0467


15


2990-15
ss
Table #1
100
1.0013


16


2990-16
s

100
1.0709


17


2990-16
ss
Table #1
100
. 1.0496


18


2990-17
s

100
1.1397


19


2990-17
ss
Table #1
100
1.0665


20


2990-18
s

100
1.5027


21


2990-18
ss
Table#!
100
1.4381


22


2990-19
s

100
1.2044


23


2990-19
ss
Table #1
100
1.1188


24


2990-20
s

100
1.1576


25


2990-20
ss
Table #1
100
1.0664


26


2990-21
s

100
1.1498


27


2990-21
ss
Table #1
100
1.0442


28


2990-22
s

100
2.0186


29


2990-22
ss
Table #1
100
2.1704










u

Spikes are post at 0.02ml of 25ppm spiking solutions lot 021403-ABC or F in a final volume of40
S«€<
fril.
MtikL'sAmt







|

-------
POST Spikes & Dilutions
"p


2990-18
S

100
1.5027


A


2990-18
SS
Table #1
100
1.4381


V-


2990-19
S

100
1.2044


33


2990-19
SS
Table #1
100
1.1188


^4


2990-20
s

100
1.1576


P


2990-20
ss
Table #1
100
• 1.0664


16


2990-21
s

100
1.1498


r%7


2990-21
SS
Table #1
100
1.0442





2990-22
s

100
2.0186


J9


2990-22
ss
Table#!
100
2.1704


Spikes are post at 0.(
32ml of 25ppm spiking solutions lot 021403-ABC or F in a final volume of 10ml.










Element One, Inc. Form 126 - Revision 0,0
-------
&> ELAN Edit/R^Bfess Session - (Quantitative Analysis Method - {Untitled])
Q File £dit Ajt. . js fiptions Window ' Help
|-Igtxl
-|g|x|
Cu
&

/-
A.
mts&m ~,(#

© us
 Timing [ Uk Processing
^Equation { k± Calibration | SI/ Sampling |'SSI Devices... ^QC...

Arialyte
Mass
(amu)
Spike Table 1
(Cone.) ,
Spike Table t
Oet. Limit (Cone.)
Spike Table 2
(Cone.)'
Spike Table 2
Det. Limit (Cone.)
Spike Table 3
(Cone.)
Spike Table.3
Det. Limit (Cone.)
1
Li
6.0151
i





2
Sc
44.9559
50
1
25
1
100
1
3
As
74.9216
50
1
25
1
100
1
4
Ho
164.93






5
Kr
82.9141
50
1
25
1
100
1
Spike Table 4
(Cone.)
D

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For help. Press F1
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a ELAN Instrument Control... £ ELAN Edil/Reproce... W Microsoft Word-ICPMS ...
Snum r i f |
-------
elementOne	Particle Sizing Particulate	Lab # e 2990
Client ACT	Page 1 of 3
Balance checks Date: 3/24/04 2g= 1.9999
Date:
Date:
Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 3/24/04
Initals IJJ
Date 3/24/04
Initals IJJ
Date
Initals
Filter ID 1014
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
2990-FIL.-1

2377
3.6481
8:30
3.7760
14:30
3.7759


0.1194
8.4
1 <2.5
32
602
4.1131
8:00
4.1187
14:00
4.1188



5.6
1 <10 >2.5
138
2351
3.9526
8:00
4.1000
14:00
4.0998



147.2
2990-1 >10
92
605
4.0810
8:00
4.5928
14:00
4.5928



511.8

Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 3/24/04
Initals IJJ
Date 3/24/04
Initals IJJ
Date 12/18/03
Initals DBW
Filter ID 1015
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
2990-2/3-FIL.
2382
3.8039
8:30
3.9300
14:30
3.9301


0.1165
9.6
2/3<2.5
44
2367
3.8768
8:00
3.8776
14:00
3.8776



0.8
2/3<10 >2.5
132
2362
3.8930
8:00
4.0060
14:00
4.0059



112.9
2990-2/3>10
88
2386
3.6501
8:00
4.2452
14:00
4.2454



595.1

Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 3/24/04
Initals IJJ
Date 3/24/04
Initals IJJ
Date
Initals
Filter ID 1016
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
2990-4/5-FIL

921
3.8655
8:30
3.9953
14:30
3.9948


0.1154
13.9
4/5 <2.5
38
2355
3.7971
8:00
3.7999
14:00
3.7995



2.4
4/5<10 >2.5
120
919
3.8025
8:00
4.0661
14:00
4.0663



263.6
2990-4/5>10
106
2388
3.8481
8:00
4.1941
14:00
4.1942



346.0

Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 3/24/04
Initals IJJ
Date 3/24/04
Initals IJJ
Date
Initals
Filter ID 1017
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
2990-6-FIL

2342
3.5192
8:30
3.6323
14:30
3.6326


0.1136
0.0
6<2.5
16
2357
3.9023
8:00
3.9028
14:00
3.9028



0.5
6<10 >2.5
66
2339
3.9128
8:00
3.9129
14:00
3.9124



0.0
2990-6>10
40
2403
3.6880
8:00
3.6881
14:00
3.6883



0.1
Element One, Inc. Form 131 - Revision 0.0
-------
elementOne	Particle Sizing Particulate	Lab # e 2990
Client ACT	Page 2 of 3
Balance checks Date: 3/24/04 2g= 1.9999
Date:
Date:
Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 3/24/04
Initals IJJ
Date 3/24/04
Initals IJJ
Date
Initals
Filter ID 1014
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
2990-7<2.5
92
607
4.0540
8:00
4.0536
14:00
4.0535



0.0











0.0











0.0











0.0
Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 3/24/04
Initals IJJ
Date 3/24/04
Initals IJJ
Date 12/18/03
Initals DBW
Filter ID 1018
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
2990-8-FIL

2398
3.6607
8:30
3.7740
14:30
3.7741


0.1095
3.8
8<2.5
46
770
3.8234
8:00
3.8316
14:00
3.8311



7.7
8<10 >2.5
154
2340
3.7300
8:00
3.7738
14:00
3.7743



43.8
8>10
106
601
3.9194
8:00
3.9785
14:00
3.9783



58.9

Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 3/24/04
Initals IJJ
Date 3/24/04
Initals IJJ
Date
Initals
Filter ID 1019
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
>990-9/10-FIL
2381
3.6603
8:30
3.7777
14:30
3.7776


0.1138
3.5
9/10<2.5
26
2343
4.0511
8:00
4.0508
14:00
4.0503



0.0
9/10<10 >2.5
122
732
3.6805
8:00
3.7124
14:00
3.7125



31.9
9/10>10
114
603
4.1400
8:00
4.1799
14:00
4.1796



39.6
Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 3/24/04
Initals IJJ
Date 3/24/04
Initals IJJ
Date
Initals
Filter ID 1021
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
990-11/12-FIL
2337
3.6300
8:30
3.7525
14:30
3.7530


0.1133
9.2
11/12<2.5
68
2333
3.6875
8:00
3.6891
14:00
3.6896



1.6
11/12<10 >2.!
76
925
3.8170
8:00
3.8951
14:00
3.8946



77.6
11/12>10
60
2375
3.6565
8:00
3.8086
14:00
3.8089



152.1
Element One, Inc. Form 131 - Revision 0.0
-------
elementOne	Particle Sizing Particulate	Lab # e 2990
Client ACT	Page 3 of 3
Balance checks Date: 3/24/04 2 g = 1.9999
Date:
Date:
Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 3/24/04
inltals IJJ
Date 3/24/04
Initals IJJ
Date
Initals
Filter ID 1022
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
2990-13-FIL

2359
3.8540
8:30
3.9707
14:30
3.9702


0.1167
0.0
13<2.5
30
2349
3.1172
8:00
3.1175
14:00
3.1175



0.3
13<10 >2.5
75
2369
4.1003
8:00
4.1002
14:00
4.0998



0.0
13>10
50
2335
3.9839
8:00
3.9843
14:00
3.9848



0.4

Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 3/24/04
Imitate IJJ
Date 3/24/04
Initals IJJ
Date 12/18/03
Inltals DBW
Filter ID
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
2990-14> 10
100
746
3.9963
8:00
3.9964
14:00
3.9965



0.1





































Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Dale 3/24/04
Inltals IJJ
Date 3/24/04
Initals IJJ
Oate
Initals
Filter ID 1019
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg

















































Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 3/24/04
Initals IJJ
Date 3/24/04
Initals IJJ
Date
Initals
Filter ID 1021
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
















































Element One, Inc. Form 131 - Revision 0.0
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
Blank
Friday, March 26,2004 10:16:57
Analyte Mass Meas. Intens. Mean
Cone. Mean
l>
Li
Sc
As
Rh
Ho
Kr
6
45
75
103
165
83
219199.4
232827.4
18.4
458075.8
975982.1
127.3
Report Unit
ppb
ppb
ppb
ppb
ppb
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
Standard 1
Friday, March 26, 2004 10:18:30
Analyte Mass Meas. Intens. Mean Cone. Mean
Li
Sc
As
Rh
Ho
Kr
6
45
75
103
165
83
Report Unit
220939.5	ppb
238750.4	ppb
20550.5	10.15048 ppb
452119	ppb
973770.2	ppb
119	ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
Standard 2
Friday, March 26, 2004 10:20:03
Analyte Mass Meas. Intens. Mean
Cone. Mean
l>
Li
Sc
As
Rh
Ho
Kr
6
45
75
103
165
83
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Report Unit
214757.5	ppb
240495.2	ppb
40597.8	20.17167 ppb
449683.7	ppb
962015.2	ppb
114.3	ppb
Summary Report
Standard 3
Friday, March 26,2004 10:21:37
Analyte Mass Meas. Intens. Mean
Cone. Mean
Li
Sc
As
Rh
Ho
Kr
6
45
75
103
165
83
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 1
Friday, March 26,2004 10:23:12
Report Unit
208957.8	ppb
238718.3	ppb
195288.4	99.95062 ppb
436678.3	ppb
943797.9	ppb
110	ppb
Analyte Mass Meas. Intens. Mean
Li	6	213443.2
Sc	45	237700.9
As	75	20042
Rh	103	440163.5
Ho	165	954277.4
Kr	83	100
Cone. Mean
585
Report Unit
ppb
ppb
10.16766 ppb
PPb
ppb
-------
Method 6020 & 200.8 Metals Summary Report
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
QCStd 2
Friday, March 26,2004 10:24:45
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
240930.4
ppb
I-
Sc
45
266558.7
ppb
I
As
75
2113.6
0.91985 ppb
l>
Rh
103
508768.5
ppb

Ho
165
1085049.5
ppb

Kr
83
110.7
ppb
Method 6020 & 200.8 Metals Summary Report
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
QCStd 3
Friday, March 26,2004 10:26:17

Analyte
Mass
Meas. Intens.
Mean
Cone. Mean
Report Unit

Li
6

219810.7

ppb
|-
Sc
45

242858.6

ppb
I
As
75

-3
-0.01059
ppb
l>
Rh
103

462962.5

ppb

Ho
165

992767.4

ppb

Kr
83

109

ppb
Method 6020 & 200.8 Metals
i Summary Report




Sample ID:
QCStd 4





Sample Date/Time:
Friday, March 26,200410:27:50



Sample Description:






Concentration Results







Analyte
Mass
Meas. Intens.
Mean
Cone. Mean
Report Unit

Li
6

217286.4

ppb
I-
Sc
45

244305

ppb
I
As
75

114255.3
56.29488
ppb
i>
Rh
103

453563.8

ppb

Ho
165

982196.7

ppb

Kr
83

133.7

ppb
Method 6020 & 200.8 Metals
i Summary Report




Sample ID:
QCStd 5





Sample Date/Time:
Friday, March 26,2004 10:29:23



Sample Description:






Concentration Results







Analyte
Mass
Meas. Intens.
Mean
Cone. Mean
Report Unit

Li
6

200674.1

ppb
l-
Sc
45

231244.9

ppb
I
As
75

1010307.4
543.79089
ppb
l>
Rh
103

415284.5

ppb

Ho
165

919724

ppb

Kr
83

133.3

ppb
Method 6020 & 200.8 Metals
i Summary Report




Sample ID:
QC Std 6





Sample Date/Time:
Friday, March 26,2004 10:30:56



Sample Description:






Concentration Results







Analyte
Mass
Meas. Intens.
Mean
Cone. Mean
Report Unit

U
6

218463.7

ppb
I-
Sc
45

256539.5

ppb
i
As
75

1282.7
0.66969
ppb
l>
Rh
103

422559

ppb

Ho
165

932342.9

ppb

Kr
83

230

ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 7
Friday, March 26,2004 10:32:30
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
218427.7
ppb
I-
Sc
45
259469.9
PPb
I
As
75
20124.6
10.59814 ppb
l>
Rh
103
424108.7
ppb

Ho
165
922313.5
ppb

Kr
83
228.3
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 8
Friday, March 26,2004 10:34:05

Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6

233390.1

ppb
I-
Sc
45

281622

ppb
I
As
75

568.3
0.24473
ppb
l>
Rh
103

501022.9

ppb

Ho
165

1028949.9

ppb

Kr
83

118.3

ppb
Method 6020 & 200.8 Metals
; Summary Report




Sample ID:
LRB





Sample Date/Time:
Friday, March 26,2004 10:35:39



Sample Description:
ACT





Concentration Results







Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6

243134.8

ppb
I-
Sc
45

314588.5

ppb
I
As
75

192.3
0.07443
ppb
l>
Rh
103

515769.6

ppb

Ho
165

1055355.1

PPb

Kr
83

99.3

ppb
Method 6020 & 200.8 Metals
; Summary Report




Sample ID:
LRB





Sample Date/Time:
Friday, March 26,2004 10:37:14



Sample Description:
ACT





Concentration Results







Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6

241741

ppb
I-
Sc
45

301444.6

ppb
I
As
75

115517.1
50.7321
ppb
l>
Rh
103

508897.5

ppb

Ho
165

1049079.4

ppb

Kr
83

89.7

ppb
Method 6020 & 200.8 Metals
; Summary Report




Sample ID:
2990-1





Sample Date/Time:
Friday, March 26,2004 10:38:48



Sample Description:
ACT





Concentration Results







Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6

203871

ppb
I-
Sc
45

607523.6

ppb
I
As
75

192792.6
114.41395
ppb
l>
Rh
103

376691.3

PPb

Ho
165

885597.9

ppb

Kr
83

1137.8

ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2990-2
Friday, March 26, 2004 10:40:20
ACT
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
2990-2
Friday, March 26, 2004 10:41:53
ACT
Mean
201708.3
1171995.6
339082.1
384492.5
1185177.2
1743.2
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
2990-4
Friday, March 26,2004 10:43:25
ACT
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
2990-4
Friday, March 26,2004 10:44:58
ACT
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Cone. Mean
Report Unit
ppb
ppb
197.1165 ppb
ppb
ppb
ppb
Mean
188757.8
1156271.9
333046.1
368583.3
1173427.7
2009.9
Cone. Mean
Report Unit
ppb
ppb
201.96867 ppb
ppb
ppb
PPb
Mean
191483.8
1301315
391309.8
404342.1
1194814.1
1428.5
Cone. Mean
Report Unit
ppb
ppb
216.31722 ppb
PPb
ppb
ppb
Analyte Mass Meas. Intens. Mean
Li	6	184342.8
Sc	45	1254588.7
As	75	475844
Rh	103	392038.2
Ho	165	1183114.4
Kr	83	1313.8
Summary Report
2990-6
Friday, March 26,2004 10:46:30
ACT
Cone. Mean
Report Unit
ppb
ppb
271.29841 ppb
ppb
ppb
ppb
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
221667.2
ppb
I-
Sc
45
317581
ppb
I
As
75
1473.5
0.58386 ppb
l>
Rh
103
555683.5
PPb

Ho
165
1127887
PPb

Kr
83
92.3
PPb
-------
Method 6020 & 200,8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2990-7
Friday, March 26,2004 10:48:03
ACT
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
2990-8
Friday, March 26,2004 10:49:37
ACT
Mean
314735.2
421764.9
330.2
731506.9
1474745.6
I-
I
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Anatyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
QC Std 3
Friday, March 26,2004 10:51:10
I-
I
i>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
QC Std 4
Friday, March 26,2004 10:52:42
Cone. Mean
Report Unit
ppb
ppb
0.09167 ppb
ppb
ppb
ppb
Mean
189581.2
442196.6
74610.6
474155.6
1112022.5
314
Cone. Mean
Report Unit
ppb
ppb
35.168 ppb
ppb
ppb
ppb
Mean
183582.7
266018.4
65
522948.5
1075868.1
128.7
Cone. Mean
Report Unit
ppb
ppb
0.01897 ppb
ppb
ppb
ppb
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
184024.6
ppb
I-
Sc
45
272436
ppb
I
As
75
129602
55.95156 ppb
i>
Rh
103
517649.1
ppb

Ho
165
1071624
ppb

Kr
83
124
ppb
Method 6020 & 200.8 Metals Summary Report
Sample ID:
2990-9


Sample Date/Time:
Friday, March 26,2004 10:54:15

Sample Description:
ACT


Concentration Results




Analyte
Mass Meas. Intens.
Mean

Li
6
202928.8
I-
Sc
45
462424.1
I
As
75
52400
i>
Rh
103
492158.9

Ho
165
1116846.9

Kr
83
282
Cone. Mean
Report Unit
ppb
ppb
23.78795 ppb
ppb
ppb
ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2990-9
Friday, March 26,2004 10:55:50
ACT
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens.
Li	6
Se	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
2990-11
Friday, March 26,2004 10:57:24
ACT
Mean
203464.2
464686.8
52832.2
500781.4
1123689
266.3
Cone. Mean
I-
I
l>
Analyte
Li
Sc
As
Rh
Ho
Kr
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Mass Meas. Intens.
6
45
75
103
165
83
Summary Report
2990-11
Friday, March 26, 2004 10:58:59
ACT

Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
2990-13
Friday, March 26,2004 11:00:33
ACT
!>
Analyte
Li
Sc
As
Rh
Ho
Kr
Mass Meas. Intens.
6
45
75
103
165
83
Mean
251207.7
365020.9
4232.1
569399.2
1156792.2
102.7
Method 6020 & 200.8 Metals Summary Report
Sample ID:
2990-14


Sample Date/Time:
Friday, March 26,200411:02:06

Sample Description:
ACT


Concentration Results




Analyte
Mass Meas. Intens.
Mean

Li
6
259739.9
I-
Sc
45
344592.9
I
As
75
1656.5
l>
Rh
103
561853.3

Ho
165
1133612.8

Kr
83
110.7
Report Unit
ppb
ppb
23.57272 ppb
ppb
ppb
ppb
Mean
214564.6
880567.3
89465
452516.8
1052436.8
1254.8
Cone. Mean
Report Unit
ppb
ppb
44.17675 ppb
ppb
ppb
ppb
Mean
212466
866832.1
191957.9
442725.9
1038243.1
1181.1
Cone. Mean
Report Unit
ppb
PPb
96.91209 ppb
ppb
ppb
ppb
Cone. Mean
Report Unit
ppb
ppb
1.6507 ppb
ppb
ppb
ppb
Cone. Mean
Report Unit
ppb
ppb
0.65003 ppb
ppb
ppb
ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2990-1
Friday, March 26,2004 11:03:39
ACT
Analyte Mass Meas. Intens.
U	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Mean
258619
1086362.1
176801.4
418342.1
954695.4
2155.6
Cone. Mean
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2990-2
Friday, March 26,2004 11:05:11
ACT
Report Unit
ppb
PPb
94.45933 ppb
ppb
ppb
ppb
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Mean
240789.4
892822.6
175005.7
443005.9
1059199.6
1778.5
Cone. Mean
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2990-2
Friday, March 26,2004 11:06:44
ACT
Report Unit
ppb
ppb
88.28797 ppb
ppb
ppb
ppb
i-
I
l>
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Mean
226887.5
862886.7
171503
430986.9
1037688.3
1564.5
Cone. Mean
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Report Unit
ppb
ppb
88.93877 ppb
ppb
ppb
ppb
Summary Report
2990-4
Friday, March 26,2004 11:08:17
ACT
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Mean
207306.9
995791.2
584280.3
408572.9
1124705.2
2374.3
Cone. Mean
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Report Unit
ppb
ppb
319.66767 ppb
ppb
ppb
ppb
Summary Report
2990-4
Friday, March 26,2004 11:09:50
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
199540.7
ppb
I-
Sc
45
995596.1
ppb
1
As
75
658752.3
368.98397 ppb
!>
Rh
103
399032.7
ppb

Ho
165
1122139.4
ppb

Kr
83
2523.1
ppb
-------
Method 6020 & 200.8 Metals Summary Report
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
QCStd3
Friday, March 26,2004 11:11:23

Analyte
Mass
Meas. Intens.
Mean
Cone. Mean
Report Unit

Li
6

206173.1

ppb
I-
Sc
45

249795.3

ppb
I
As
75

759.6
0.33123
ppb
l>
Rh
103

499909.7

ppb

Ho
165

1086233.7

ppb

Kr
83

125.3

ppb
Method 6020 & 200.8 Metals
; Summary Report




Sample ID:
QC Std 4





Sample Date/Time:
Friday, March 26, 2004 11:12:55



Sample Description:






Concentration Results







Analyte
Mass
Meas. Intens.
Mean
Cone. Mean
Report Unit

Li
6

201912.5

PPb
I-
Sc
45

250267.8

PPb
l
As
75

117430
54.03232
ppb
!>
Rh
103

485714.9

PPb

Ho
165

1068949.5

ppb

Kr
83

120

PPb
Method 6020 & 200.8 Metals
i Summary Report




Sample ID:
2990-6





Sample Date/Time:
Friday, March 26, 2004 11:14:28



Sample Description:
ACT





Concentration Results







Analyte
Mass
Meas. Intens.
Mean
Cone. Mean
Report Unit

Li
6

247773

ppb
I-
Sc
45

627779.8

ppb
I
As
75

2854.1
1.25883
ppb
l>
Rh
103

502516.8

ppb

Ho
165

1129520.9

ppb

Kr
83

420

PPb
Method 6020 & 200.8 Metals
i Summary Report




Sample (D:
2990-8





Sample DatefTime:
Friday, March 26,200411:16:02



Sample Description:
ACT





Concentration Results







Analyte
Mass
Meas. Intens.
Mean
Cone. Mean
Report Unit

Li
6

213012.7

ppb
I-
Sc
45

634241.9

ppb
I
As
75

136825.4
67.9375
PPb
!>
Rh
103

450115.5

ppb

Ho
165

1095542.3

ppb

Kr
83

721

ppb
Method 6020 & 200.8 Metals
i Summary Report




Sample ID:
2990-9





Sample Date/Time:
Friday, March 26,2004 11:17:36



Sample Description:
ACT





Concentration Results







Analyte
Mass
Meas. Intens.
Mean
Cone. Mean
Report Unit

Li
6

202368.4

ppb
I-
Sc
45

607585.6

ppb
i
As
75

78731.7
40.35845
ppb
l>
Rh
103

435936.1

ppb

Ho
165

1079984.5

ppb

Kr
83

833.4

ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2990-9
Friday, March 26,2004 11:19:11
ACT
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens.
U	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
2990-11
Friday, March 26,2004 11:20:46
ACT
Mean
202097.3
581300.3
77900.3
429717.2
1067872.3
775.4
Cone. Mean
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
2990-11
Friday, March 26,2004 11:22:20
ACT
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
2990-13
Friday, March 26,200411:23:53
ACT
Analyte
Li
Sc
As
Rh
Ho
Kr
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Mass Meas. Intens.
6
45
75
103
165
83
Summary Report
QC Std 3
Friday, March 26,2004 11:25:26
Report Unit
PPb
PPb
40.50749 ppb
ppb
ppb
ppb
Mean
194453.9
761426.7
122172.3
390901.3
996942.1
1122.7
Cone. Mean
Report Unit
ppb
ppb
69.84792 ppb
ppb
ppb
ppb
Mean
191777.4
740780.2
200090.4
381355.2
974417.2
1104.1
Cone. Mean
Report Unit
ppb
ppb
117.27014 ppb
ppb
PPb
ppb
Mean
187248.6
282014.6
1549.4
443657.5
1013239.6
196.7
Cone. Mean
Report Unit
ppb
ppb
0.77143 ppb
ppb
ppb
ppb
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
180746
ppb
I-
Sc
45
197020.9
PPb
I
As
75
216.8
0.09799 ppb
l>
Rh
103
453673.1
ppb

Ho
165
1006616.5
ppb

Kr
83
101.7
ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 4
Friday, March 26,2004 11:26:58
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens. Mean
Li	6	176862.3
Sc	45	204229.4
As	75	101773
Rh	103	441624.1
Ho	165	997534.8
Kr	83	122
Summary Report
Blank
Friday, March 26,2004 12:43:45
Cone. Mean
Report Unit
ppb
ppb
51.50397 ppb
ppb
ppb
PPb
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
157944.1
ppb
I-
Sc
45
175154.4
ppb
I
As
75
-16.9
ppb
i>
Rh
103
430343.4
ppb

Ho
165
958220.4
ppb

Kr
83
108.7
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
Standard 1
Friday, March 26,2004 12:45:17
Analyte Mass Meas. intens. Mean Cone. Mean Report Unit

Li
6
154925.9
ppb
I-
Sc
45
181829.6
PPb
I
As
75
18079
10.05331 ppb
l>
Rh
103
429050.4
ppb

Ho
165
950700.9
ppb

Kr
83
102
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
Standard 2
Friday, March 26,2004 12:46:51

Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
155461.2
ppb
I-
Sc
45
181469.3
ppb
I
As
75
35399.9
19.93792 ppb
i>
Rh
103
423274.4
ppb

Ho
165
935791.2
ppb

Kr
83
105.3
ppb
Method 6020 & 200.8 Metals
i Summary Report


Sample ID:
Standard 3


Sample Date/Time;
Friday, March 26,2004 12:48:25

Sample Description:




Concentration Results





Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
152087.5
ppb
I-
Sc
45
181050.2
ppb
I
As
75
171959.8
100.00709 ppb
l>
Rh
103
409771.6
ppb

Ho
165
922414.2
ppb

Kr
83
107.3
ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 1
Friday, March 26, 2004 12:49:59
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens. Mean
Li	6	151835.9
Sc	45	178969.5
As	75	17413.9
Rh	103	414336.3
Ho	165	917254.6
Kr	83	88.7
Summary Report
QC Std 2
Friday, March 26,2004 12:51:33
Cone. Mean
Report Unit
ppb
PPb
10.0258 ppb
ppb
ppb
ppb

Analyte
Mass
Meas. Intens.
Mean
Cone. Mean
Report Unit

U
6

173333.7

ppb
I-
Sc
45

196986.7

ppb
i
As
75

1732.8
0.88989
ppb
!>
Rh
103

468973.1

ppb

Ho
165

1046408.3

ppb

Kr
83

98.7

ppb
Method 6020 & 200.8 Metals
i Summary Report




Sample ID:
QC Std 3





Sample Date/Time:
Friday, March 26,2004 12:53:05



Sample Description:






Concentration Results







Analyte
Mass
Meas. Intens.
Mean
Cone. Mean
Report Unit

Li
6

157223.5

ppb
I-
Sc
45

183432.4

ppb
I
As
75

-21.1
-0.00227
ppb
l>
Rh
103

433186.1

ppb

Ho
165

962558

ppb

Kr
83

94.7

ppb
Method 6020 & 200.8 Metals
i Summary Report




Sample ID:
QC Std 4





Sample Date/Time:
Friday, March 26,2004 12:54:37



Sample Description:






Concentration Results







Analyte
Mass
Meas. Intens.
Mean
Cone. Mean
Report Unit

Li
6

156183.9

ppb
I-
Sc
45

186346.8

ppb
I
As
75

98394.2
55.40872
ppb
!>
Rh
103

423254

ppb

Ho
165

946414.8

ppb

Kr
83

103.7

ppb
Method 6020 & 200.8 Metals
i Summary Report




Sample ID:
QC Std 5





Sample Date/Time:
Friday, March 26,2004 12:56:10



Sample Description:






Concentration Results







Analyte
Mass
Meas. Intens.
Mean
Cone. Mean
Report Unit

U
6

148020.6

ppb
I-
Sc
45

180091.8

PPb
I
As
75

874307.5
538.76043
ppb
l>
Rh
103

386704.4

PPb

Ho
165

883460.7

ppb

Kr
83

124.3

ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 6
Friday, March 26,2004 12:57:44
l>
Analyte
Li
Sc
As
Rh
Ho
Kr
Mass Meas. Intens.
6
45
75
103
165
83
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 7
Friday, March 26,2004 12:59:18
Mean Cone. Mean Report Unit
147093.5	ppb
185174.4	ppb
981.9	0.64301 ppb
369562.7	ppb
891977.5	ppb
195.7	ppb
l>
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 8
Friday, March 26, 2004 13:00:52
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
LRB
Friday, March 26,2004 13:02:27
ACT
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
LRB
Friday, March 26,2004 13:04:02
ACT
Mean Cone. Mean Report Unit
145748.1	ppb
178037	ppb
15654.8	10.39678 ppb
359128.3	ppb
867521	ppb
193.3	ppb
Mean Cone. Mean Report Unit
144948.8	ppb
179885.5	ppb
397.6	0.23523 ppb
419459.6	ppb
927152.8	ppb
94	ppb
Mean Cone. Mean Report Unit
157136.1	ppb
194587	ppb
-58.9	-0.02337 ppb
428911.9	ppb
963509.7	ppb
68.3	ppb
l>
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Mean Cone. Mean Report Unit
151599.8	ppb
188771.5	ppb
87695.8	50.51299 ppb
413762.8	ppb
943226.2	ppb
67.7	ppb
-------
Method 6020 & 200.8 Metals Summary Report
Sample ID:	2990-15
Sample Date/Time:	Friday, March 26,2004 13:05:36
Sample Description:	ACT
Concentration Results

Analyte
Mass
Meas. Intens.
Mean
Cone. Mean Report Unit

Li
6

159506.4
ppb
I-
Sc
45

208214.9
ppb
I
As
75

982
0.54705 ppb
l>
Rh
103

435131.2
ppb

Ho
165

1017256.9
ppb

Kr
83

114
ppb
Method 6020 & 200.8 Metals
: Summary Report



Sample ID:
2990-15




Sample Date/Time:
Friday, March 26,2004 13:07:08


Sample Description:
ACT




Concentration Results






Analyte
Mass
Meas, Intens.
Mean
Cone. Mean Report Unit

U
6

150837.8
ppb
I-
Sc
45

207904.4
ppb
I
As
75

83172.8
46.76705 ppb
l>
Rh
103

423852.1
PPb

Ho
165

980607.5
ppb

Kr
83

113
ppb
Method 6020 & 200.8 Metals
; Summary Report



Sample ID:
2990-16




Sample Date/Time:
Friday, March 26,2004 13:08:40


Sample Description:
ACT




Concentration Results






Analyte
Mass
Meas. Intens.
Mean
Cone. Mean Report Unit

Li
6

157786.3
ppb
I-
Sc
45

310378.7
ppb
I
As
75

455848
258.45293 ppb
i>
Rh
103

420287.3
ppb

Ho
165

1038323.4
ppb

Kr
83

287.3
ppb
Method 6020 & 200.8 Metals
i Summary Report



Sample ID:
2990-16




Sample Date/Time:
Friday, March 26,2004 13:10:13


Sample Description:
ACT




Concentration Results






Analyte
Mass
Meas. Intens.
Mean
Cone. Mean Report Unit

U
6

157322.3
PPb
i-
Sc
45

303973.7
ppb
I
As
75

534989.2
303.60508 ppb
l>
Rh
103

419934.2
ppb

Ho
165

1038619.6
ppb

Kr
83

279.7
ppb
Method 6020 & 200.8 Metals
i Summary Report



Sample ID:
2990-17




Sample Date/Time:
Friday, March 26,2004 13:11:45


Sample Description:
ACT




Concentration Results






Analyte
Mass
Meas. Intens.
Mean
Cone. Mean Report Unit

U
6

102481.9
ppb
I-
Sc
45

415284.6
ppb
I
As
75

48799.4
75.1958 ppb
!>
Rh
103

154654.7
ppb

Ho
165

307735.4
ppb

Kr
83

3950.9
ppb




597
-------
Method 6020 & 200.8 Metals Summary Report
Sample 10:
Sample Date/Time:
Sample Description:
Concentration Results
2990-17
Friday, March 26,2004 13:13:18
ACT
Analyte	Mass Meas. Intens.
U	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Mean
99798.6
355404.1
75223.9
154155.7
315824.8
3446
Cone. Mean
Report Unit
ppb
PPb
116.28225 ppb
ppb
ppb
ppb
Method 6020 & 200.8 Metals Summary Report
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
i>
2990-18
Friday, March 26,2004 13:14:51
ACT
Analyte	Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Mean
127250.6
110914.7
1885.4
281360.1
699588.9
78
Cone. Mean
Report Unit
ppb
ppb
1.60661 ppb
ppb
ppb
ppb
Method 6020 & 200.8 Metals Summary Report
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
2990-18
Friday, March 26,2004 13:16:25
ACT
Analyte	Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Mean
130595.7
110694.9
33952.2
296711.8
724493.8
62
Cone. Mean
Report Unit
ppb
ppb
27.2771 ppb
ppb
PPb
ppb
Method 6020 & 200.8 Metals Summary Report
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
QC Std 3
Friday, March 26,2004 13:
17:57
Analyte
U
Sc
As
Rh
Ho
Kr
Mass Meas. Intens.
6
45
75
103
165
83
Mean
124712.7
96159.3
79.2
290582.5
702299.3
68.7
Cone. Mean
Report Unit
ppb
ppb
0.07416 ppb
ppb
ppb
ppb
Method 6020 & 200.8 Metals Summary Report
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
QC Std 4
Friday, March 26,2004 13:
19:30
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
122971.9
ppb
I-
Sc
45
97669.3
ppb
I
As
75
60682.4
49.80952 ppb
i>
Rh
103
290328.7
ppb

Ho
165
701175.1
ppb

Kr
83
64
ppb
-------
Method 6020 & 200.8 Metals
Sampie ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2990-19
Friday, March 26,2004 13:21:03
ACT
Analyte Mass Meas. Intens. Mean Cone, Mean Report Unit

Li
6
119647.3
ppb
l-
Sc
45
90135
ppb
I
As
75
5129.6
9.07769 ppb
l>
Rh
103
134718.5
ppb

Ho
165
319463.5
ppb

Kr
83
170.7
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2990-19
Friday, March 26,2004 13:22:37
ACT
I-
I
i>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. intens. Mean Cone. Mean
Li	6	117560
Sc	45	93726
As	75	25486.6
Rh	103	133164.6
Ho	165	315397
Kr	83	196
Summary Report
2990-20
Friday, March 26,200413:24:12
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit
Report Unit
ppb
ppb
45.61156 ppb
ppb
ppb
ppb

Li
6
119927.5
ppb
I-
Sc
45
183565.1
ppb
I
As
75
424155.6
479.91356 ppb
i>
Rh
103
210545.1
ppb

Ho
165
638314.9
ppb

Kr
83
273
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2990-20
Friday, March 26,2004 13:25:47
ACT
I-
I
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens. Mean
U	6	119331.2
Sc	45	203314.6
As	75	459717.8
Rh	103	229229.8
Ho	165	701534.1
Kr	83	283
Summary Report
2990-21
Friday, March 26,2004 13:27:21
ACT
Cone. Mean
Report Unit
Ppb
PPb
477.76184 ppb
ppb
ppb
ppb
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
96151.5
ppb
i-
Sc
45
231878.2
ppb
I
As
75
32057.6
61.07076 ppb
l>
Rh
103
125120
ppb

Ho
165
305947.8
ppb

Kr
83
1739.2
ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2990-21
Friday, March 26,2004 13:28:53
ACT
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
2990-22
Friday, March 26, 2004 13:30:26
ACT
Mean Cone. Mean Report Unit
99837	ppb
282542.4	ppb
52372.3	95.33179 ppb
130915.7	ppb
316986.5	ppb
2020.2	ppb

Analyte
Mass Meas. Intens. Mean Cone. Mean
Report Unit

Li
6
120088.2
ppb
I-
Sc
45
89863
ppb
I
As
75
2159.3 2.28205
ppb
l>
Rh
103
226400.4
ppb

Ho
165
589430.5
ppb

Kr
83
45.3
ppb
Method 6020 & 200.8 Metals
; Summary Report


Sample ID:
2990-22



Sample Date/Time:
Friday, March 26,2004 13:31:59


Sample Description:
ACT



Concentration Results





Analyte
Mass Meas. Intens. Mean Cone. Mean
Report Unit

Li
6
114362.4
ppb
I-
Sc
45
87500.1
ppb
I
As
75
21620 24.06045
ppb
l>
Rh
103
214192
ppb

Ho
165
571912.5
ppb

Kr
83
45
ppb
Method 6020 & 200.8 Metals
; Summary Report


Sample ID:
QC Std 3



Sample Date/Time:
Friday, March 26,2004 13:33:31


Sample Description:




Concentration Results





Analyte
Mass Meas. Intens. Mean Cone. Mean
Report Unit

Li
6
126681.6
ppb
I-
Sc
45
76494
ppb
I
As
75
57.7 0.06678
ppb
l>
Rh
103
238147.9
ppb

Ho
165
566611.4
ppb

Kr
83
46.3
ppb
Method 6020 & 200.8 Metals
t Summary Report


Sample ID:
QC Std 4



Sample Date/Time:
Friday, March 26,2004 13:35:04


Sample Description:




Concentration Results





Analyte
Mass Meas. Intens. Mean Cone. Mean
Report Unit

Li
6
122383.8
ppb
I-
Sc
45
75059.7
ppb
I
As
75
45771 47.47828
ppb
l>
Rh
103
229768
ppb

Ho
165
556211.3
ppb

Kr
83
57
ppb
-------
Method 6020 & 200.8 Metals Summary Report
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
2990-18
Friday, March 26,2004 13:41:41
ACT

Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6
127099.6

ppb
1-
Sc
45
90605.3

PPb
1
As
75
1381.2
1.43857
ppb
l>
Rh
103
230412.3

ppb

Ho
165
581231.3

ppb

Kr
83
71.7

ppb
Method 6020 & 200.8 Metals Summary Report
Sample ID:
Sample DateATime:
Sample Description:
Concentration Results
2990-18
Friday, March 26, 2004 13:43:14
ACT

Analyte
Mass
Meas. intens. Mean
Cone. Mean
Report Unit

Li
6

125438.2

ppb
I-
Sc
45

91503

ppb
I
As
75

42327.7
43.38773
ppb
l>
Rh
103

232594

ppb

Ho
165

587408.9

ppb

Kr
83

57.7

ppb
Method 6020 & 200.8 Metals Summary Report




Sample ID:
2990-19





Sample Date/Time:
Friday, March 26, 2004 13:44:47



Sample Description:
ACT





Concentration Results







Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6

118580.4

ppb
I-
Sc
45

79075.9

ppb
I
As
75

4279.6
8.53596
ppb
l>
Rh
103

119453.9

ppb

Ho
165

285445.7

ppb

Kr
83

205

ppb
Method 6020 & 200.8 Metals Summary Report




Sample ID:
2990-19





Sample Date/Time:
Friday, March 26,2004 13:46:21



Sample Description:
ACT





Concentration Results







Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6

113300.8

ppb
I-
Sc
45

74653.7

ppb
I
As
75

24969.8
53.60754
ppb
l>
Rh
103

111011.5

ppb

Ho
165

275070

ppb

Kr
83

233

ppb
Method 6020 & 200.8 Metals Summary Report




Sample ID:
2990-20





Sample Date/Time:
Friday, March 26, 2004 13:47:54



Sample Description:
ACT





Concentration Results







Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6

116426.9

ppb
I-
Sc
45

81235.5

ppb
I
As
75

72624.4
98.13276
ppb
l>
Rh
103

176350.9

ppb

Ho
165

483621

ppb

Kr
83

68

ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results *
Summary Report
2990-20
Friday, March 26,2004 13:49:29
ACT
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens. Mean
Li	6	110278.1
Sc	45	82156.4
As	75	107021.5
Rh	103	180088.4
Ho	165	498507.1
Kr	83	69
Summary Report
2990-21
Friday, March 26,2004 13:51:03
ACT
Cone. Mean
141.61771
Report Unit
ppb
ppb
ppb
ppb
ppb
ppb
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

U
6
96426.7
ppb
1-
Sc
45
204305.6
ppb
1
As
75
27556.7
59.60537 ppb
i>
Rh
103
110159.6
ppb

Ho
165
283486.3
ppb

Kr
83
1572.2
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
2990-21
Friday, March 26,2004 13:52:38
ACT
I-
I
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
2990-22
Friday, March 26,2004 13:54:12
ACT
Mean
93222.3
212769.6
50909.6
106455.1
276580.2
1731.5
Cone. Mean
Report Unit
ppb
ppb
113.94992 ppb
ppb
ppb
ppb
l-
I
i>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens. Mean Cone. Mean
Li	6	104817.5
Sc	45	73844.4
As	75	1610.5
Rh	103	181372.1
Ho	165	505047.6
Kr	83	36.3
Summary Report
2990-22
Friday, March 26,2004 13:55:46
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit
Report Unit
ppb
ppb
2.12544 ppb
ppb
ppb
ppb

y
6
99198.7
ppb
I-
Sc
45
70500.7
ppb
I
As
75
29176.6
40.05609 ppb
l>
Rh
103
173642.6
ppb

Ho
165
481002.3
ppb

Kr
83
35.3
ppb
-------
Method 6020 & 200.8 Metals
Sample 10:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QCStd3
Friday, March 26,2004 13:57:18
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
QCStd4
Friday, March 26,2004 13:58:51
Mean
115262.2
65998.8
42.4
198548.3
493415.9
47.3
Cone. Mean
Report Unit
ppb
ppb
0.06079 ppb
ppb
ppb
ppb
i-
I
!>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description;
Concentration Results
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
Blank
Friday, March 26,2004 14:10:06
Mean
111524.6
63774.2
36490.6
191781.2
487044.4
41.3
Cone. Mean
Report Unit
ppb
ppb
45.35136 ppb
ppb
ppb
ppb
Mass Meas. Intens.
6
45
75
103
165
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte
Li
Sc
As
Rh
Ho
Kr	83
Summary Report
Standard 1
Friday, March 26, 2004 14:11:38
Mean Cone. Mean
119398.9
64808.6
3.9
200066.8
481986
38.3
Report Unit
ppb
ppb
ppb
ppb
ppb
ppb
Analyte
Li
Sc
As
Rh
Ho
Kr
Mass Meas. Intens. Mean Cone. Mean Report Unit
45
75
103
165
83
116375.8
64332.2
6694
193297.4
476774.1
43.7
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
Standard 2
Friday, March 26,2004 14:13:12
ppb
ppb
10 ppb
ppb
ppb
ppb
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
114380
ppb
i-
Sc
45
63331.2
ppb
I
As
75
13095
19.98342 ppb
l>
Rh
103
189959.4
ppb

Ho
165
472427
ppb

Kr
83
39.7
ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
Standard 3
Friday, March 26,2004 14:14:46
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
QC Std 1
Friday, March 26,2004 14:16:20
Mean Cone. Mean Report Unit
108758.2	ppb
61168.7	ppb
61496.5	99.97811 ppb
179081.3	ppb
447780.2	ppb
39.7	ppb

Analyte
Mass
Meas. Intens.
Mean
Cone. Mean
Report Unit

Li
6

109244.6

ppb
I-
Sc
45

60585.2

ppb
I
As
75

6320.1
10.15485
ppb
!>
Rh
103

181127.1

ppb

Ho
165

455802.9

ppb

Kr
83

32

ppb
Method 6020 & 200.8 Metals
i Summary Report




Sample ID:
QC Std 2





Sample Date/Time:
Friday, March 26,2004 14:17:54



Sample Description:






Concentration Results







Analyte
Mass
Meas. intens.
Mean
Cone. Mean
Report Unit

Li
6

125371.7

ppb
I-
Sc
45

68709.1

ppb
I
As
75

669
0.92969
ppb
l>
Rh
103

208386.3

ppb

Ho
165

509773.1

ppb

Kr
83

35

ppb
Method 6020 & 200.8 Metals
i Summary Report




Sample ID:
QC Std 3





Sample Date/Time:
Friday, March 26,200414:19:26



Sample Description:






Concentration Results







Analyte
Mass
Meas. Intens.
Mean
Cone. Mean
Report Unit

U
6

116263.9

ppb
1-
Sc
45

62552.2

ppb
1
As
75

-23.4
-0.04237
ppb
l>
Rh
103

188526.1

ppb

Ho
165

466332

ppb

Kr
83

44

ppb
Method 6020 & 200.8 Metals
i Summary Report




Sample ID:
QC Std 4





Sample Date/Time:
Friday, March 26,200414:20:58



Sample Description:






Concentration Results







Analyte
Mass
Meas. Intens.
Mean
Cone. Mean
Report Unit

Li
6

113528.4

ppb
1-
Sc
45

61515.4

ppb
1
As
75

34790.3
55.27099
ppb
!>
Rh
103

183265.7

ppb

Ho
165

467307.3

ppb

Kr
83

46.3

ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 5
Friday, March 26,2004 14:22:31
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
QC Std 6
Friday, March 26,2004 14:24:05
Mean
101241.9
60654.3
324651.7
172786.1
450481
47.7
Cone. Mean
Report Unit
ppb
PPb
547.03632 ppb
PPb
ppb
ppb
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
QCStd 7
Friday, March 26,2004 14:25:39
Mean
111848.9
66055.8
393.7
188361.7
508014
32
Cone. Mean
Report Unit
ppb
ppb
0.60422 ppb
ppb
ppb
PPb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Iritens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
QCStd 8
Friday, March 26,2004 14:27:13
Mean Cone. Mean Report Unit
134192.8	ppb
83309.7	ppb
-451.3	-0.55716 ppb
239442.3	ppb
588048.5	ppb
34.3	ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
Blank
Friday, March 26,200414:10:06
Mean
138969.9
87859.4
48508.1
243516.7
611036.4
40.3
Cone. Mean
Report Unit
ppb
ppb
57.99637 ppb
ppb
ppb
ppb
!>
Analyte Mass Meas, Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Mean Cone. Mean
119398.9
64808.6
3.9
200066.8
481986
38.3
Report Unit
ppb
ppb
ppb
ppb
ppb
ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
Standard 1
Friday, March 26,2004 14:11:38
I-
I
i>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
Standard 2
Friday, March 26,2004 14:13:12
Mean Cone.
116375.8
64332.2
6694
193297.4
476774.1
43.7
Mean Report Unit
ppb
ppb
8.26066 ppb
ppb
ppb
ppb
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
Standard 3
Friday, March 26,2004 14:14:46
Mean Cone.
114380
63331.2
13095
189959.4
472427
39.7
Mean Report Unit
ppb
ppb
16.56407 ppb
ppb
ppb
ppb
Analyte
Li
Sc
As
Rh
Ho
Kr
Mass Meas. Intens.
6
45
75
103
165
83
Mean Cone.
108758.2
61168.7
61496.5
179081.3
447780.2
39.7
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 1
Friday, March 26,2004 14:16:20
Mean Report Unit
ppb
ppb
99.97811 ppb
ppb
ppb
ppb
l>
Mass Meas. Intens.
6
45
75
103
165
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte
LI
Sc
As
Rh
Ho
Kr	83
Summary Report
QC Std 2
Friday, March 26,2004 14:17:54
Mean Cone.
109244.6
60585.2
6320.1
181127.1
455802.9
32
Mean Report Unit
ppb
ppb
10.15485 ppb
ppb
ppb
ppb
Analyte
Li
Sc
As
Rh
Ho
Kr
Mass Meas. Intens.
6
45
75
103
165
83
Mean Cone.
125371.7
68709.1
669
208386.3
509773.1
35
Mean Report Unit
ppb
ppb
0.92969 ppb
ppb
PPb
ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 3
Friday, March 26,2004 14:19:26
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
QC Std 4
Friday, March 26,2004 14:20:58
Mean Cone. Mean Report Unit
116263.9	ppb
62552.2	ppb
-23.4	-0.04237 ppb
188526.1	ppb
466332	ppb
44	ppb
t>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
QC Std 5
Friday, March 26,2004 14:22:31
Mean Cone. Mean Report Unit
113528.4	ppb
61515.4	ppb
34790.3	55.27099 ppb
183265.7	ppb
467307.3	ppb
46.3	ppb
l>
Method 6020 & 200.8 Metais
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens.
U	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
QCStd6
Friday, March 26,2004 14:24:05
Mean Cone. Mean Report Unit
101241.9	ppb
60654.3	ppb
324651.7	547.03632 ppb
172786.1	ppb
450481	ppb
47.7	ppb
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens.
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83
Summary Report
QC Std 7
Friday, March 26,2004 14:25:39
Mean Cone. Mean Report Unit
111848.9	ppb
66055.8	ppb
393.7	0.60422 ppb
188361.7	ppb
508014	ppb
32	ppb
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
134192.8
ppb
I-
Sc
45
83309.7
ppb
I
As
75
-451.3
-0.55716 ppb
!>
Rh
103
239442.3
ppb

Ho
165
588048.5
ppb

Kr
83
34.3
ppb
-------
Method 6020 & 200.8 Metals Summary Report
Sample ID:	QC Std 8
Sample Date/Time:	Friday, March 26,2004 14:27:13
Sample Description:
Concentration Results
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
138969.9
ppb
I-
Sc
45
87859.4
ppb
I
As
75
48508.1
57.99637 ppb
l>
Rh
103
243516.7
ppb

Ho
165
611036.4
ppb

Kr
83
40.3
ppb
Method 6020 & 200.8 Metals Summary Report
Sample ID:	2999-1
Sample Date/Time:	Friday, March 26, 2004 14:28:48
Sample Description:	TBL
Concentration Results
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit
Li	6	125922.2	ppb
|-	Sc	45	90776.1	ppb
|	As	75	1082.1	1.50956 ppb
|>	Rh	103	207583.6	ppb
Ho	165	572026.6	ppb
Kr	83	80.7	ppb
-------
APPENDIX F2
ELEMENT ONE, INC.
ARSENIC AND PARTICULATE MATTER
TEST REPORT FOR
CONCRETE SUPPLY TRUCK MIX &
RMC CENTRAL MIX
-------
Air Control Techniques
301 E. Durham Rd
Cary, NC 27513
Project ID: 877
Arsenic and
Particulate Matter
EPA Methods 201A&29
Analytical Report
3299
¦ Element One, Inc.
5022-C Wrightsville Av., Wilmington, NC 28403
910-793-0128 FAX:910-792-6853 e1lab@hotmail.com
-------
I have reviewed the following data for completeness,
accuracy, adherence to method protocol, and compliance
with quality assurance guidelines.
Quality assurance review by Bruce Hawks

-------
SUMMARY OF RESULTS
-------
Summary of Analysis
Summary of RMC-C-IN-PRE4 Particle Sizing and Arsenic Analysis
PRE4-1	PRE4-2	PRE4-2	PRE4-3	RMC-FB
Catch, mg	Catch, mg	Catch, mg	Catch, mg	Catch, mg
4.0	11.4	11.4	7.1	0.0
2.0	0.5	0.5	2.5	0.4
78.7	53.7	53.7	88.9	0.0
247.3	187.7	187.7	351.3	0.6
PRE4-1	PRE4-2	PRE4-2	PRE4-3	RMC-FB
Total pg	Total |jg	Total pg	Total jjg	Total jjg
6.66	2.39	2.22	5.33	0.11
7.01	4.61	4.66	8.78	<0.1
0.079	0.036	0.034	0.054
0.028	0.025	0.025	0.025
Summary of RMC Materials Arsenic Analysis
Element
Filter
<2.5
>2.5<10
>10
<10 Arsenic
>10 Arsenic
<10 pg As/mg
>10 fjg As/mg
Element
Arsenic
RMC Stone
mg/Kg
<0.1
RMC Flyash
mg/Kg
67.4
RMC Cement
mg/Kg
27.0
RMC Sand
mg/Kg
0.360
elementOne
-------
Summary of Analysis (continued)
Summary of CS-T-IN-PRE4 Particle Sizing and Arsenic Analysis

PRE4-1
PRE4-2
PRE4-2
PRE4-3
CS-FB
Element
Catch, mg
Catch, mg
Catch, mg
Catch, mg
Catch, mg
Filter
9.2
16.5
16.5
12.9
0.0
<2.5
9.8
6.5
6.5
3.6
0.2
>2.5<10
109.0
249.6
249.6
221.2
0.8
>10
538.6
731.3
731.3
1585.7
2.5

PRE4-1
PRE4-2
PRE4-2
PRE4-3
CS-FB

Total Mg
Total jjg
Total Mg
Total Mg
Total Mg
<10 Arsenic
2.40
10.8
10.9
9.82
<0.1
>10 Arsenic
6.91
15.7
15.5
41.1
<0.1
<10 Mg As/mg
0.019
0.039
0.040
0.041

>10 pg As/mg
0.013
0.021
0.021
0.026

Summary of CS Materials Arsenic Analysis
Element
Arsenic
CS Stone
mg/Kg
<0.1
CS Flyash
mg/Kg
80.0
CS Cement
mg/Kg
9.87
CS Sand
mg/Kg
0.658
elementOne
-------
ANALYTICAL NARRATIVE
-------
Summary of Quality Control Data
Arsenic Duplicate Analysis RPD
Element RMC-C-1N-PRE4-2 CS-T-IN-PRE4-2
<10 Arsenic	7.4%	1.1%
>10 Arsenic	1.0%	0.8%
Arsenic Spike Recoveries
Element RMC-C-IN-PRE4-3 CS-T-IN-PRE4-3
<10 Arsenic	76%	75%
>10 Arsenic	99%	124%
Second Source Calibration Check Recoveries
Element	1 ppb 10 ppb 50 ppb 500 ppb
QC Std 2 QC Std 1 QC Std 4 QC Std 5
Arsenic	102% 102% 110% 108%
-------
QUALITY CONTROL SUMMARY
-------
Element One Analytical Narrative
Client
Air Control Techniques
Element One
3299
Client ID:
877
Analyst:
DBW, IJJ
Date Received
5/25/04
Method:
201A&M29
Analytes
Particulate and As
Dates Analyzed
5/28 - 6/8/04
Summary of Analysis
Particle sizing samples were measured following Method 201A guidelines.
Following the particulate catch measurements, the < 10 jjm samples for each run were
combined into a single sample. The samples were digested, prepared, and analyzed
according to Method 29 protocol. Arsenic was analyzed on a PerkinElmer ELAN 6100
ICP-MS.
Detection Limits
ICP-MS instrument reporting limit was 1 pg/L for arsenic.
Analysis QA/QC
Duplicate analyses relative percent difference (RPD), spike sample recovery, and second
source calibration verification data are summarized on the following pages. All QA/QC
data was within the criteria of the method.
Additional Comments
The reported results have not been corrected for any blank or spike recovery values.
Nothing unusual was noticed with any of the analyses.
elementOne
-------
SAMPLE CUSTODY
-------
Air	
	Control Techniques, P,C.	
AIR POLLUTION CONTROL SYSTEMS ENGINEERING
301 East Durham Road
Gary, North Carolina 27513
(919)460-7811
Chain of Custody
JOB IPO#: 817
TO: Bruce Hawks	
ELEMENT ONE	
5022 C WR1GHTSVILLE AVE,
Wilmington, NC 28403	
Samples recovered bv: Todd T. Brozell	Date 5/25/04
SAMPLE
NUMBER
COMPONENT
ANALYSIS
RMC Stone Sample
Stone
Arsenic
RMC Flyash Sample
Flyash
Arsenic
RMC Cement
Sample
Cement
Arsenic
RMC Sand Sample
Sand
Arsenic
RMC-C-JN-PRE4-1
1.	Cyclone rinse with acetone, PM>10 microns
2.	Cyclone rinse with acetone, PM dO^.5 microns
3.	Cyclone rinse with acetone, PM ^.5 microns
4.	Filter, PM ^.5 microns
A.	Gravimetric on 1,2,3 & 4.
B.	Arsenic on 1 greater than 10
microns.
C.	Combine 2, 3, & 4 Arsenic
less than 10 microns.
RMC-C-IN-PRE4-2
1.	Cyclone rinse with acetone, PM>10 microns
2.	Cyclone rinse with acetone, PM^O^.5 microns
3.	Cyclone rinse with acetone, PM ^.5 microns
4.	Filter, PM^.5 microns
A.	Gravimetric on 1,2,3 & 4.
B.	Arsenic on 1 greater than 10
microns.
C.	Combine 2, 3, & 4 Arsenic
less than 10 microns.
RMC-C-IN-PRE4-3
1.	Cyclone rinse with acetone, PM>10 microns
2.	Cyclone rinse with acetone, PM^OS2.5 microns
3.	Cyclone rinse with acetone, PM ^2.5 microns
X. Filter. PM ^.5 microns
k. Gravimetric on 1,2,3 & 4.
B.	Arsenic on 1 greater than 10
microns.
C.	Combine 2, 3 & 4 Arsenic
less than 10 microns.
-------
Chain of Custody
Page 2 off 31
SAMPLE
NUMBER
COMPONENT
ANALYSIS
CS Stone Sample
Stone
Arsenic
CS Flyash Sample
Flyash
Arsenic
CS Cement Sample
Cement
Arsenic
CS Sand Sample
Sand
Arsenic
CS-T-IN-PRE4-1
1.	Cyclone rinse with acetone, PM>10 microns
2.	Cyclone rinse with acetone, PM <10 22.5 microns
3.	Cyclone rinse with acetone, PM ^.5 microns
4.	Filter, PM ^2.5 microns
A.	Gravimetric on 1,2,3 & 4.
B.	Arsenic on 1 greater than 10
microns,
C.	Combine 2,3, & 4 Arsenic
ess than 10 microns.
CS-T-IN-PRE4-2
1.	Cyclone rinse with acetone, PM>10 microns
2.	Cyclone rinse with acetone, PM ^0 S.5 microns
3.	Cyclone rinse with acetone, PM^.5 microns
4.	Filter, PM ^.5 microns
A.	Gravimetric on 1,2,3 & 4.
B.	Arsenic on 1 greater than 10
microns.
C.	Combine 2, 3, & 4 Arsenic
less than 10 microns.
CS-T-IN-PRE4-3
1.	Cyclone rinse with acetone, PM>10 microns
2.	Cyclone rinse with acetone, PM ^022.5 microns
3.	Cyclone rinse with acetone, PM ^,5 microns
4.	Filter, PM &.5 microns
A.	Gravimetric on 1,2,3 & 4.
B.	Arsenic on 1 greater than 10
microns.
0. Combine 2, 3, & 4 Arsenic
less than 10 microns.
Field Blank RMC
1.	Cyclone rinse with acetone, PM>10 microns
2.	Cyclone rinse with acetone, PMdO^.5 microns
3.	Cyclone rinse with acetone, PM ^.5 microns
4.	Filter, PM iS.,5 microns
A.	Gravimetric on 1,2,3 & 4.
B.	Arsenic on 1 greater than 10
microns.
C.	Combine 2,3, & 4 Arsenic
less than 10 microns.
Field Blank CS
1.	Cyclone rinse with acetone, PM>10 microns
2.	Cyclone rinse with acetone, PMdO^.5 microns
3.	Cyclone rinse with acetone, PM^.5 microns
4.	Filter, PM ^.5 microns
A.	Gravimetric on 1,2,3 & 4.
B.	Arsenic on 1 greater than 10
microns.
C.	Combine 2,3, & 4 Arsenic
less than 10 microns.
Acetone Blank
RMC
Acetone Blank
Gravimetric and Arsenic
Acetone Blank CS
Acetone Blank
..."	-	- - 	
Gravimetric and Arsenic
Relinquishedby:_Todd T. Brozell
Relinquished by;	
Received by:
Comments
Date
Date

x- liny
-------
ANALYTICAL DATA

-------
*
elementOne AIR TERMCING SAMPLE SUBMISSION FORM Lab ID # e3299
Client ID/PO#: 877
Date Received: 5/25/04
Page: 1 of 2
CuRMComer: ACT
Results RequeRMCed: 6/9/04
Time Rec:
Address: 301 E Durham Road
Contact: Todd Brozell
Rec by: BGH
Cary, NC 27513
Email:actpc@aircontroltechniques.com
Via: Pickup

Phone: 919-460-7811
Fax:919-460-7897
HN03 Lot:
HF Lot:
HCI Lot:

Volume Marked Y/N
Volume Loss Y / N / ?
pH < 2.0 Y / N
Ref. Special

Sample Identification

Sample Identification
1
RMC-C-IN-PRE4-1
8
CS-T-IN-PRE4-1
2
RMC-C-1N-PRE4-2
9
CS-T-IN-PRE4-2
3
RMC-C-IN-PRE4-2 Duplicate
10
CS-T-IN-PRE4-2 Duplicate
4
RMC-C-IN-PRE4-3
11
CS-T-IN-PRE4-3
5
RMC-C-IN-PRE4-3 Spike
12
CS-T-IN-PRE4-3 Spike
6
Field Blank RMC
13
Field Blank CS
7
Acetone Blank RMC
14
Acetone Blank CS




.Elements to Analyze: Particulate on each Fraction. Then As on >10 and As on combined filter, <2.5, &
>2.5<10.

Front Half
Back Half
HN03 (A)
KMn04 (B)
HCI (C)
SAMPLE
BV, ml
FV, ml
BV, ml
Used
FV, ml
BV, ml
FV, ml
BV, ml
FV, ml
BV, ml
FV, ml
1











2/3











4/5











6











7











8











9/10











11/12











13











14

















m-f
v. m
)JL
K fi>
\*c-

iComments: s,h- fc-t \ a man' 4 ~ u
-------
elementOne AIR TERMCING SAMPLE SUBMISSION FORM Lab ID # e3299
Client ID/PO#: 877
Date Received: 5/25/04
Page: 2 of 2
OuRMComer: ACT
Results RequeRMCed: 6/9/04
Time Rec:
Address: 301 E Durham Road
Contact: Todd Brozell
Rec by: BGH
Cary, NC 27513
Email:actpc@aircontroltechniques.com
Via: Pickup

Phone: 919-460-7811
Fax: 919-460-7897
HN03 Lot-
HF Lot:
HQ Lot:

Volume Marked Y / N
Volume Loss Y / N / ?
pH < 2.0 Y / N
Ref. Special

Sample Identification

Sample Identification
15
RMC Stone


16
RMC Flyash


17
RMC Cement


18
RMC Sand


19
CS Stone


20
CS Flyash


21
CS Cement


22
CS Sand


Elements to Analyze: As mg/Kg.

Front Half
Back Half
HN03 (A)
KMn04 (B)
HCI (C)
SAMPLE
BV, ml
FV, ml
BV, ml
Used
FV, ml
BV, ml
FV, ml
BV, ml
FV, ml
BV, ml
FV, ml
15











16











17











18











19











20











21











22



























































Comments:
-------
elementOne	Method 29 Weight Worksheet	Lab ID # e3?^
Client: f]CJ
Date Digested: [//	initials: \~S5 Worksheet Prepared bv: iT-3
I Sample
Lab ID
Sample
Description
Sample
Weight (g)
Weight
Digested
(g)
Spike
Prep Volume
(ml)
Dilution
Volume (ml)
Units
¦$.wi

*7*
Full
*7*


M/ i L-












U * \

*f<









































tf



























,x/i2.













/
1-5













'i

J

/
N
/
A
/
N
/

\
/




7




































































































































¦


-------
elementOne	SOLID SAMPLE WEIGHT WORKSHEET	Lab ID # e 3SCF|
Date Started:	Finished:	Balance check: 2.0000g = j. (YX)
Spiking Solutions Lot# A: 0 Q M(JM ~ /-I B:		C:	 D:	
E:	Other;	Data File:	QA checked: 		
SAMPLE ID
WEIGHT, g
SPIKE,
m
FINAL
VOL., ml
DILUTION
SPIKE
/^g/L
ELEMENTS
Blank


\0D



Blank, spike

PC
w





&m- \ 5
OA&K2L






- \S Hp
fto&PL>






~~\L>
\.CO'5c\






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5






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FV, ico
'/
y6




& fe :->(p\c-
FV_\CO
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NOTES:




Element One, Inc. Form 100 - Revision 1.0
-------
Dataset Report
,er Name: dwoodman
Computer Name: ICPMS1
Dataset File Path: c:\elandata\dataset\G60804-1\
Report Date/Time: Tuesday, June 08, 2004 14:39:20
Autosampler Position: 75


The Dataset
Time
Sample ID
Batch ID Read Type
Descri
10:18:43 Tue08-Jun-04
Blank
Blank

10:20:16 Tue 08-Jun-04
Standard 1
Standard #1

10:21:49 Tue 08-Jun-04
Standard 2
Standard #2

10:23:23 Tue OS-Jun-04
Standard 3
Standard #3

10:24:58 Tue 08-Jun-04
QC Std 1
QC Std #1

10:26:31 Tue 08-Jun-04
QC Std 2
QC Std #2

10:28:03 Tue 08-Jun-04
QC Std 3
QC Std #3

10:29:36 Tue 08-Jun-04
QC Std 4
QC Std #4

10:31:09 Tue 08-Jun-04
QC Std 5
QC Std #5

10:32:43 Tue 08-Jun-04
QC Std 6
QC Std #6

10:34:17 Tue 08-Jun-04
QC Std 7
QC Std #7

10:35:51 Tue 08-Jun-04
QC Std 8
QC Std #8

10:37:26 Tue 08-Jun-04
LRB
Sample
act"
10:39:01 Tue 08-Jun-04
LRB
Spike -1
ACT,
10:40:35 Tue 08-Jun-04
3299-1 great 10
Sample
act'
J:42:07 Tue 08-Jun-04
3299-2 great 10
Sample
ACT
10:43:39 Tue 08-Jun-04
3299-2 great 10
QC Duplicate
ACT
10:45:12 Tue 08-Jun-04
3299-4
Sample
ACT
10:46:44 Tue 08-Jun-04
3299-4
Spike -1
ACT
10:48:17 Tue 08-Jun-04
3299-6
Sample
ACT
10:49:50 Tue 08-Jun-04
3299-7
Sample
ACT
10:51:24 Tue 08-Jun-04
3299-8
Sample
ACT
10:52:56 Tue 08-Jun-04
QC Std 3
QC Std #3

10:54:29 Tue 08-Jun-04
QC Std 4
QC Std #4

10:56:02 Tue 08-Jun-04
3299-9
Sample
ACT
10:57:37 Tue 08-Jun-04
3299-9
QC Duplicate
ACT
10:59:11 Tue 08-Jun-04
3299-11
Sample
ACT"
11:00:46 Tue 08-iun-04
3299-11
Spike -1
ACT
11:02:20 Tue 08-Jun-04
3299-13
Sample
ACT
11:03:53 Tue 08-Jun-04
3299-14
Sample
ACT
11:05:26 Tue 08-Jun-04
3299-1 less 10
Sample
ACT
11:06:58 Tue 08-Jun-04
3299-2 less 10
Sample
ACT
11:08:31 Tue 08-Jun-04
3299-2 less 10
QC Duplicate
ACT
11:10:04 Tue 08-Jun-04
3299-4
Sample
ACT
11:11:37 Tue 08-Jun-04
3299-4
Spike -1
ACT
11:13:10 Tue 08-Jun-04
QC Std 3
QC Std #3

11:14:42 Tue 08-Jun-04
QC Std 4
QC Std #4

11:16:15 Tue 08-Jun-04
3299-6
Sample
ACT
11:17:49 Tue 08-Jun-04
3299-8
Sample
ACT
"•1:19:23 Tue 08-Jun-04
3299-9
Sample
ACT
1:20:58 Tue 08-Jun-04
3299-9
QC Duplicate
ACT
11:22:33 Tue 08-Jun-04
3299-11
Sample
ACT
11:24:07 Tue 08-Jun-04
3299-11
Spike -1
ACT
Init. Quant Prep. Vol. Aliquot. Vol. Diluted V

<^ee
yw

pfVP

-------
11:25:40 Tue 08-Jun-04
3299-13
Sample
ACT
11:27:14 Tue08-Jun-04
LRB 15-22
Sample
ACT
11:28:47 Tue 08-Jun-04
LRB 15-22
Spike -1
ACT
1:30:20 Tue 08-Jun-04
3299-15
Sample
ACT
11:31:54 Tue 08-Jun-04
3299-15
QC Duplicate
ACT
11:33:26 Tue 08- Jun-04
QC Std 3
QC Std #3

11:34:59 Tue 08-Jun-04
QC Std 4
QC Std #4

11:36:32 Tue 08-Jun-04
3299-16
Sample
ACT
11:38:05 Tue 08-Jun-04
3299-17
Sample
ACT
11:39:39 Tue 08-Jun-04
3299-17
Spike -1
ACT
11:41:13 Tue 08-Jun-04
3299-18
Sample
ACT
11:42:48 Tue 08-Jun-04
3299-19
Sample
ACT
11:44:23 Tue 08-Jun-04
3299-19
QC Duplicate
ACT
11:45:58 Tue 08-Jun-04
3299-20
Sample
ACT
11:47:31 Tue 08-Jun-04
3299-21
Sample
ACT
11:49:05 Tue 08-Jun-04
3299-21
Spike -1
ACT
11:50:38 Tue 08-Jun-04
3299-22
Sample
ACT
11:52:11 Tue 08-Jun-04
QC Std 3
QC Std #3

11:53:44 Tue 08-Jun-04
QC Std 4
QC Std #4

12:02:19 Tue 08-Jun-O4
Blank
Blank

12:03:51 Tue 08-Jun-04
Standard 1
Standard #1

12:05:25 Tue 08-Jun-04
Standard 2
Standard #2

12:06:59 Tue 08-Jun-04
Standard 3
Standard #3

12:08:33 Tue 08-Jun-04
QC Std 1
QC Std #1

12:10:07 Tue 08-Jun-04
QC Std 2
QC Std #2

12:11:39 Tue 08-Jun-04
QC Std 3
QC Std #3

12:13:12 Tue 08-Jun-04
QC Std 4
QC Std #4

12:14:44 Tue 08-Jun-04
QC Std 5
QC Std #5

2:16:18 Tue 08-Jun-04
QC Std 6
QC Std #6

12:17:52 Tue 08-Jun-04
QC Std 7
QC Std #7

12:19:26 Tue 08-Jun-04
QC Std 8
QC Std #8

12:21:00 Tue 08-Jun-04
LRB
Sample
ACT
12:22:34 Tue 08-Jun-04
LRB
Spike -1
ACT
12:24:08 Tue 08-Jun-04
3299-11 greatIO
Sample
act'
12:25:41 Tue Q8-Jun-04
3299-11 greatIO
Spike -1
ACT
12:27:15 Tue 08-Jun-04
3299-16
Sample
ACT
12:28:48 Tue 08-Jun-04
3299-17
Sample
ACT
12:30:22 Tue 08-Jun-04
3299-17
Spike -1
ACT
12:31:56 Tue 08-Jun-04
3299-18
Sample
ACT
12:33:31 Tue 08-Jun-04
3299-19
Sample
ACT
12:35:06 Tue 08-Jun-04
3299-19
QC Duplicate
ACT
12:36:40 Tue 08-Jun-04
QC Std 3
QC Std #3

12:38:12 Tue 08-Jun-04
QC Std 4
QC Std #4

12:39:45 Tue 08-Jun-04
3299-20 x5
Sample
ACT
12:41:20 Tue 08-Jun-04
3299-21 x2
Sample
ACT
12:42:54 Tue 08-Jun-04
3299-21 x2
Spike - 2
ACT
12:44:28 Tue 08-Jun-04
3299-22
Sample
ACT
12:46:01 Tue 08-Jun-04
QC Std 3
QC Std #3
~I
12:47:33 Tue 08-Jun-04
QC Std 4
QC Std #4

12:55:58 Tue 08-Jun-04
Blank
Blank

12:57:30 Tue 08-Jun-04
Standard 1
Standard #1

12:59:03 Tue 08-Jun-04
Standard 2
Standard #2

13:00:37 Tue 08-Jun-04
Standard 3
Standard #3

3:02:12 Tue 08-Jun-04
QC Std 1
QC Std #1

13:03:46 Tue 08-Jun-04
QC Std 2
QC Std #2

13:05:18 Tue 08-Jun-04
QC Std 3
QC Std #3

y Qc	^
-a \cwz\
rnoc1
(V.y.
^ pPQ
>\^err~>
v\eA
tkcb-
J r>v2 J
-------
13:06:50Tue 08-Jun-04
13:08:23 Tue 08-Jun-04
13:09:57 Tue 08-Jun-04
3:11:31 Tue 08-Jun-04
13:13:05 Tue 08-Jun-04
13:14:40 Tue 08-Jun-04
13:16:14 Tue 08-Jun-04
13:17:48 Tue 08-Jun-04
13:18:22 Tue 08-Jun-04
13:20:56 Tue 08-Jurv04
13:22:30 Tue 08-Jun-04
13:24:04 Tue 08-Jun-04
13:25:38 Tue 08-Jun-04
13:27:12 Tue 08-Jun-04
13:28:46 Tue 08-Jun-04
13:30:19 Tue 08-Jun-04
13:31:51 Tue 08-Jun-04
13:33:25 Tue 08-Jun-04
13:34:58 Tue 08-Jun-04
13:36:30 Tue 08-Jun-04
13:51:28 Tue 08-Jun-04
13:53:03 Tue 08-Jun-04
13:54:38 Tue 08-Jun-04
13:56:12 Tue 08-Jun-04
13:57:47 Tue 08-Jun-04
13:59:21 Tue 08-Jun-04
14:00:55 Tue 08-Jun-04
14:05:38 Tue 08-Jun-04
.4:07:12 Tue 08-Jun-04
14:08:45 Tue 08-Jun-04
14:10:18 Tue 08-Jun-04
14:11:51 Tue 08-Jun-04
14:13:24 Tue 08-Jun-04
14:14:57 Tue 08-Jun-04
14:16:53 Tue 08-Jun-04
14:18:27 Tue 08-Jun-04
14:20:01 Tue 08-Jun-04
14:21:33 Tue 08-Jun-04
14:27:45 Tue 08-Jun-04
14:29:20 Tue 08-Jun-04
14:30:53 Tue 08-Jun-04
14:32:26 Tue 08-Jun-04
QC Std 4
QC Std 5
QC Std 6
QC Std 7
QC Std 8
3299-11 great10x5
3299-11 great 10x5
3299-16	x5
3299-17	x5
3299-17 x5
3299-19	x2
3299-19 x2
3299-20 x5
3299-21	x5
3299-21	x5
QC Std 3
QC Std 4
3299-22 x2
QC Std 3
QC Std 4
3299-11 great10x10
3299-11 great10x10
3299-9 less 10 x10
3299-9 less 10 x10
3299-17	x10
3299-17	x10
3299-18 x10
3299-21	x10
3299-21	x10
QC Std 3
QC Std 4
3299-22	x5
QC Std 3
QC Std 4
3299-17	x20
3299-17	x20
QC Std 3
QC Std 4
3299-17	x50
3299-17 x50
QC Std 3
QC Std 4
QC Std #4
QC Std #5
QC Std #6
QC Std #7
QC Std #8
Sample
Spike -1
Sample
Sample
Spike -1
Sample
QC Duplicate
Sample
Sample
Spike -1
QC Std #3
QC Std #4
Sample
QC Std #3
QC Std #4
Sample
Spike -1
Sample
QC Duplicate
Sample
Spike -1
Sample
Sample
Spike -1
QC Std #3
QC Std #4
Sample
QC Std #3
QC Std #4
Sample
Spike -1
QC Std #3
QC Std #4
Sample
Spike -1
QC Std #3
QC Std #4
ACT
ACT
ACT
ACT
ACT
ACT
ACT
ACT
ona4r \ % prck)\em5
act ~lf	¦*» pfotWrvvs
ACT -	V S
ACT
ACT
ACT
ACT
ACT
ACT,
ACT
ACT
ACT
ACT

ACT
ACT

ACT
-------
eiementOne
\nalyst:	DBW
ICP-IVIS RUN SHEET	3299
Date: 06-08-04 Solid Samples ~ / Liquid Samples
ws
Loc
Batch
#for
sample
sets
Sample
Lab ID
Sample
Description
Type
Sample
QC Spike
QC Dup
QC Reg
Blank
Spike
concentratio
Prep
Volume
(ml)
Weight
10
s

100



15


3299-2 >10
s

100



16


3299-2 >10
SD

100



17


3299-4 >10
s

100



18


3299-4 >10
ss
Table #1
100



19


3299-6 >10
s

100



70


3299-7
s

100



21


3299-8 >10
s

100



22


3299-9 >10
s

100



23


3299-9 >10
SD

100



24


3299-11 >10
S

100



25


3299-11 >10
SS
Table #1
100



26


3299-13 >10
s

100



27


3299-14
s

100



28


3299-1 <10
s

100



29


3299-2 <10
s

100



30


3299-2 <10
SD

100



31


3299-4 <10
S

100



32


3299-4 <10
SS
Table #1
100



33


3299-6 <10
S

100



-------
34


3299-8 <10
S

100



35


3299-9 <10
S

100



. j


3299-9 <10
SD

100



37


3299-11 <10
S

100



38


3299-11 <10
ss
Table #1
100



39


3299-13 <10
s

100



40


LRB 15-22
s

100



41


LRB 15-22
ss
Table #1
100



42


3299-15
s

100
0.9852


43


3299-15
SD

100
0.9986


44


3299-16
s

100
1.0039


45


3299-17
s

100
1.0102


46


3299-17
ss
Table #1
100
1.0032


47


3299-18
s

100
0.9971


r 6


3299-19
s

100
0.9987


49


3299-19
SD

100
1.0201


50


3299-20
S

100
1.0093


51


3299-21
s

100
1.0102


52


3299-21
ss
Table #1
100
1.0083


53


3299-22
s

100
1.0076


Dilutions and reruns
54


LRB
s

100



55


LRB
ss
Table #1
100



56


3299-11 >10
s

100



57


3299-11 >10
ss
Table #1
100



44


3299-16
s

100
1.0039


t5


3299-17
s

100
1.0102


46


3299-17
ss
Table #1
100
1.0032

-------
47


3299-18
S

100
0.9971


48


3299-19
S

100
0.9987


)


3299-19
SD

100
1.0201


58


3299-20
S

100
1.0093
2.0
10
59


3299-21
S

100
1.0102
5.0
10
60


3299-21
ss
Table #2
100
1.0083
5.0
10
53


3299-22
s

100
1.0076


61


3299-11 >10
s

100

2.0
10
62


3299-11 >10
ss
Table #1
100

2.0
10
63


3299-16
s

100
1.0039
2.0
10
64


3299-17
s

100
1.0102
2.0
10
65


3299-17
ss
Table #1
100
1.0102
2.0
10
66


3299-19
s

100
0.9987
5.0
10
^7


3299-19
SD

100
1.0201
5.0
10
v/d


3299-21
s

100
1.0102
2.0
10
69


3299-21
ss
Table #1
100
1.0102
2.0
10
70


3299-22
s

100
1.0076
5.0
10
71


3299-11 >10
s

100

1.0
10
72


3299-11 >10
ss
Table #1
100

1.0
10
73


3299-9 <10
s

100

1.0
10
74


3299-9 <10
SD

100

1.0
10
75


3299-17
s

100
1.0102
1.0
10
76


3299-17
ss
Table #1
100
1.0102
1.0
10
77


3299-18
s

100
0.9971
1.0
10
80


3299-21
s

100
1.0102
1.0
10



3299-21
ss
Table #1
100
1.0102
1.0
10
u2


3299-22
s

100
1.0076
2.0
10
83


3299-17
s

100
1.0102
0.5
-------
84


3299-17
SS
Table #1
100
1.0102
0.5
10
85


3299-17
S

100
1.0102
0.2
10
.0


3299-17
SS
Table #1
100
1.0102
0.2
10


















































Spikes are post at 0.02ml of 25ppm spiking solution lot 021404-A in a
inal volume of 10ml.
Element One, Inc. Form 126 - Revision 0.0
-------
Sample/Batch Report
ser Name: dwoodman
Computer Name: ICPMS1
Sample File: C:\elandata\Sample\x.sam
Report Date/Time: Tuesday, June 08, 2004 14:35:35
A/S Loc. Batch ID
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
44
45
46
Sample ID Description
LRB	ACT
LRB	ACT
3299-1 great ACT
3299-2 great ACT
3299-2 great ACT
3299-4 ACT
3299-4 ACT
3299-6 ACT
3299-7 ACT
3299-8 ACT
3299-9 ACT
3299-9 ACT
3299-11 ACT
3299-11 ACT
3299-13 ACT
3299-14 ACT
3299-1 less 1iACT
3299-2 less 1(ACT
3299-2 less 1iACT
3299-4 ACT
3299-4 ACT
3299-6 ACT
3299-8 ACT
3299-9 ACT
3299-9 ACT
3299-11 ACT
3299-11 ACT
3299-13 ACT
LRB15-22 ACT
LRB 15-22 ACT
3299-15 ACT
3299-15 ACT
3299-16 ACT
3299-17 ACT
3299-17 ACT
3299-18 ACT
3299-19 ACT
3299-19 ACT
3299-20 ACT
3299-21 ACT
3299-21 ACT
3299-22 ACT
LRB	ACT
LRB	ACT
3299-11 greatACT
3299-11 grealACT
3299-16 ACT
3299-17 ACT
3299-17 ACT
Sample Type
Spike -1
QC Duplicate
Spike -1
QC Duplicate
Spike -1
QC Duplicate
Spike -1
QC Duplicate
Spike -1
Spike -1
QC Duplicate
Spike -1
QC Duplicate
Spike -1
Spike -1
Spike -1
Spike -1
-------
47

3299-18
ACT

48

3299-19
ACT

49

3299-19
ACT
QC Duplicate
58
x5
3299-20
ACT

59
x2
3299-21
ACT

60
x2
3299-21
ACT
Spike - 2
53

3299-22
ACT

61
x5
3299-11
grealACT

62
x5
3299-11
grealACT
Spike -1
63
x5
3299-16
ACT

64
x5
3299-17
ACT

65
x5
3299-17
ACT
Spike -1
66
x2
3299-19
ACT

67
x2
3299-19
ACT
QC Duplicate
58
x5
3299-20
ACT

68
x5
3299-21
ACT

69
x5
3299-21
ACT
Spike -1
70
x2
3299-22
ACT

71
x10
3299-11 grealACT

72
x10
3299-11 grealACT
Spike -1
73
x10
3299-9 less 1ACT

74
x10
3299-9 less 1tACT
QC Duplicate
75
x10
3299-17
ACT

76
x10
3299-17
ACT
Spike -1
77
x10
3299-18
ACT

80
x10
3299-21
ACT

81
x10
3299-21
ACT
Spike -1
82
x5
3299-22
ACT

83
x20
3299-17
ACT

84
x20
3299-17
ACT
Spike -1
635
-------
tamutmuMk.
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Mass
(amu)
I Spike Table 1
| (Cone.)
Spike Table 1
Det. Limit (Cone.)
Spike Table 2
(Cone.)
Spike Table 2
Det. Limit (Cone.)
Spike Table 3
(Cone.)
Spike Table 3 |
Det. Limit (Cone.) j
Spike Table 4 I
(Cone.) | D
Li
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-------
elementOne	Particle Sizing Particulate	Lab # e 3299
Client ACT	Page 1 of 3
Balance checks Date: 6/1/04 2g= 1.9999
Date: 6/2/04 2g= 2.0000
Date:
Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 6/1/04/6/2/04
Initals IJJ
Date 6/2/04
Initals IJJ
Date
Initals
Filter ID 1029
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
3299-FIL.-1

736
3.5841
7:50
3.7010
7:15
3.7010


0.1129
4.0
1<2.5
42
2369
4.0979
7:30
4.0999





2.0
1 <10>2.5
142
2362
3.8927
7:30
3.9714





78.7
1>10
134
602
4.1108
7:30
4.3581





247.3
Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 6/1/03/6/2/04
Initals IJJ
Date 6/2/04
Initals IJJ
Date
Initals
Filter ID 1030
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
FIL.-2/3

2353
3.3837
7:50
3.5096
7:15
3.5091


0.1140
11.4
2/3<2.5
38
2375
3.6574
7:30
3.6579





0.5
2/3<10>2.5
120
2386
3.6451
7:30
3.6988





53.7
2/3>10
102
2388
3.8492
7:30
4.0369





187.7
Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 6/1/04/6/2/04
Initals IJJ
Date 6/2/04
Initals IJJ
Date
Initals
Filter ID 1031
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
FIL.-4/5

2368
3.2839
7:50
3.4043
7:15
3.4042


0.1132
7.1
4/5<2.5
64
2349
3.1181
7:30
3.1206





2.5
4/5<10>2.5
140
770
3.8243
7:30
3.9132





88.9
4/5>10
130
732
3.6796
7:30
4.0309





351.3
Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 6/1/04/6/2/04
Initals IJJ
Date. 6/2/04
Initals IJJ
Date
Initals
Filter ID 1028
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
FIL.-6

2400
3.7154
7:50
3.8296
7:15
3.8296


0.1145
0.0
6<2.5
52
2335
3.9854
7:30
3.9858





0.4
6<10>2.5
64
2355
3.7978
7:30
3.7977





0.0
6>10
46
2416
3.7936
7:30
3.7942





0.6
Element One, Inc. Form 131 - Revision 0.0
-------
elementOne	Particle Sizing Particulate	Lab # e 3299
Client ACT	Page 2 of 3
Balance checks Date: 6/1/04 2g= 1.9999
Date: 6/2/04 2g= 2.0000
Date:
Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 6/2/04
Initals IJJ
Date 6/2/04
Initals IJJ
Date
Initals
Filter ID
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
3299-7
68
2382
3.8057
7:30
3.8060
15:15
3.8057



0.0











0.0











0.0











0.0
Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 6/1/04/6/2/04
Initals IJJ
Date 6/2/04
Initals IJJ
Date
Initals
Filter ID 1025
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
FIL.-8

2341
3.4809
7:50
3.6063
7:15
3.6061


0.1160
9.2
8<2.5
40
2378
3.6455
7:30
3.6553
15:15
3.6553



9.8
8<10>2.5
126
2337
3.6301
7:30
3.7391
15:15
3.7391



109.0
8>10
96
603
4.1406
7:30
4.6797
15:15
4.6792



538.6

Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 6/1/04/6/2/04
Initals IJJ
Date 6/2/04
Initals IJJ
Date
Initals
Filter ID 1026
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
FIL.-9/10

2354
3.5790
7:50
3.7075
7:15
3.7072


0.1117
16.5
9/10<2.5
38
921
3.8660
7:30
3.8725
15:15
3.8729



6.5
3/10<10>2.£
90
2340
3.7273
7:30
3.9772
15:15
3.9769



249.6
9/10>10
88
2351
3.9476
7:30
4.6794
15:15
4.6789



731.3

Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 6/1/04/6/2/04
Initals IJJ
Date 6/2/04
Initals IJJ
Date
Initals
Filter ID 1027
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
FIL.-11/12

2344
3.5171
7:50
3.6449
7:15
3.6444


0.1144
12.9
11/12<2.5
130
2357
3.9035
7:30
3.9071
15:15
3.9076



3.6
1/12<10>2.
120
2345
3.3538
7:30
3.5750
15:15
3.5755



221.2
11/12>10
112
2406
3.9553
7:30
5.5410
15:15
5.5415



1585.7
Element One, Inc. Form 131 - Revision 0.0
-------
elementOne	Particle Sizing Particulate	Lab # e 3299
Client ACT	Page 3 of 3
Balance checks Date: 6/1/04 2g= 1.9999
Date: 6/2/04 2g= 2.0000
Date:
Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 6/1/04/6/2/04
Initals IJJ
Date 6/2/04
Initals IJJ
Date
Initals
Filter ID 1032
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
FIL.-13

2363
3.8395
7:50
3.9494
7:15
3.9489


0.1109
0.0
13<2.5
26
2379
3.6363
7:30
3.6366
15:15
3.6365



0.2
13<10>2.5
70
2402
3.9783
7:30
3.9791
15:15
3.9796



0.8
13>10
72
2371
3.8142
7:30
3.8167
15:15
3.8168



2.5
Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 6/2/04
Initals IJJ
Date 6/2/04
Initals IJJ
Date
Initals
Filter ID
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
3299-14
130
2366
3.9246
7:30
3.9251
15:15
3.9256



0.5











0.0











0.0











0.0
Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date 6/2/04
Initals IJJ
Date 6/2/04
Initals IJJ
Date
Initals
Filter ID
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
E1-BLANK
100
2396
3.66240
7:30
3.6619
15:15
3.6624








































Sample
ID#
Acetone
Volume,
ml
Bag ID
Bag
Tare, g
Date
Initals
Date
Initals
Date
Initals
Filter ID
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Time
Bag & Filter
Weight, g
Filter Tare
Weight, g
PM Catch
Weight, mg
















































Element One, Inc. Form 131 - Revision 0.0
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
Blank
Tuesday, June 08,2004 10:18:43
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
256864.8
ppb
j-
Sc
45
420215.9
ppb

As
75
-1034.7
ppb
l>
Rh
103
902867.7
ppb

Ho
165
1457675.5
ppb

Kr
83
210
PPb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
Standard 1
Tuesday, June 08,2004 10:20:16

Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
253317.8
ppb
I-
Sc
45
428245.7
ppb
I
As
75
41467.6
14.11088 ppb
l>
Rh
103
885951.2
ppb

Ho
165
1436391.1
ppb

Kr
83
198.3
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
Standard 2
Tuesday, June 08,2004 10:21:49

Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
249395
ppb
I-
Sc
45
423874
ppb
I
As
75
82173.1
27.83322 ppb
l>
Rh
103
866931.6
ppb

Ho
165
1401252.4
ppb

Kr
83
224.3
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
Standard 3
Tuesday, June 08, 2004 10:23:23
Analyte Mass Meas. Intens. Mean Cone. Mean
i>
Li
Sc
As
Rh
Ho
Kr
45
75
103
165
83
242902.3
429911.6
395083.4
858875.4
1400992
184
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 1
Tuesday, June 08, 2004 10:24:58
Report Unit
ppb
ppb
99.81035 ppb
ppb
ppb
ppb
Analyte Mass Meas. Intens. Mean	Cone.
Li	6	243282.2
Sc	45	415606.3
As	75	39229.3
Rh	103	857421.5
Ho	165	1379391.6
Kr	83	185.7
Mean Report Unit
ppb
ppb
10.15016 ppb
ppb
ppb
ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 2
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Tuesday, June 08, 2004 10:26:31



Analyte
Mass Meas. Intens. Mean
Cone. Mean
Report Unit
Li
6
258349.3

PPb
Sc
45
429842.5

PPb
As
75
3185.7
1.02274
PPb
Rh
103
889527.4

PPb
Ho
165
1451272.6

ppb
Kr
83
207.7

PPb
Summary Report
QC Std 3
Tuesday, June 08, 2004 10:28:03
l>
Analyte Mass Meas. Intens. Mean
Li	6	256905.
Sc	45	432947.
As	75	-1106.
Rh	103	897690.
Ho	165	1450124.
Kr	83	216.
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Cone. Mean Report Unit
7	ppb
2	ppb
7	-0.0189 ppb
6	ppb
6	ppb
7	ppb
Summary Report
QC Std 4
Tuesday, June 08, 2004 10:29:36
l>
Analyte Mass Meas. Intens. Mean
Li	6	254931
Sc	45	436044
As	75	221513
Rh	103	872550
Ho	165	1423521
Kr	83	201
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 5
Tuesday, June 08, 2004 10:31:09
Cone. Mean Report Unit
8	ppb
4	ppb
.6	55.18716 ppb
.5	ppb
.7	ppb
.3	ppb
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
241407.5
ppb
I-
Sc
45
417704.6
PPb
I
As
75
1959539.5
540.75612 ppb
l>
Rh
103
784697.5
ppb

Ho
165
1311307.5
ppb

Kr
83
242.3
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 6
Tuesday, June 08, 2004 10:32:43
Analyte Mass Meas. Intens. Mean
Li	6	336435.
Sc	45	484580.
As	75	4604.
Rh	103	825926.
Ho	165	1436980.
Kr	83	342.
Cone. Mean Report Unit
1	ppb
6	ppb
3	1.45356 ppb
5	ppb
4	ppb
3	ppb
-------
Method 6020 & 200.8 Metals Summary Report
Sample ID:
QC Std 7
Sample Date/Time:
Tuesday, June 08,:
2004 10:34:17



Sample Description:






Concentration Results







Analyte
Mass
Meas. Intens.
Mean
Cone. Mean
Report Unit

Li
6

338479.3

ppb
I-
Sc
45

471052.1

ppb
I
As
75

36957.6
10.40912
ppb
l>
Rh
103

787038.5

ppb

Ho
165

1383066.9

ppb

Kr
83

362.7

ppb
Method 6020 & 200.8 Metals
! Summary Report




Sample ID:
QC Std 8





Sample Date/Time:
Tuesday, June 08, 2004 10:35:51



Sample Description:






Concentration Results







Analyte
Mass
Meas. Intens.
Mean
Cone. Mean
Report Unit

Li
6

334046.1

ppb
I-
Sc
45

499104.7

ppb
I
As
75

460.7
0.36076
ppb
l>
Rh
103

885117.7

ppb

Ho
165

1495125.4

ppb

Kr
83

155

ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
LRB
Tuesday, June 08, 2004 10:37:26
ACT
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens. Mean Cone.
Li	6	326154.6
Sc	45	566828.2
As	75	3177.9
Rh	103	865102.1
Ho	165	1399705.3
Kr	83	156.3
Summary Report
LRB
Tuesday, June 08,2004 10:39:01
ACT
Mean Report Unit
ppb
ppb
1.04345 ppb
ppb
ppb
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens. Mean
Li	6	293940.7
Sc	45	513270.3
As	75	108548.3
Rh	103	875489.6
Ho	165	1412963.2
Kr	83	162.3
Summary Report
3299-1 great 10
Tuesday, June 08, 2004 10:40:35
ACT
Cone. Mean
Report Unit
ppb
ppb
27.08103 ppb
ppb
ppb
ppb
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit
l>
Li
6
313699.5
ppb
Sc
45
1266740.1
ppb
As
75
206595.5
70.07014 ppb
Rh
103
640328
ppb
Ho
165
1305865.1
PPb
Kr
83
1075.7
ppb


642
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
3299-2 great 10
Tuesday, June 08,2004 10:42:07
ACT

Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6

328424.5

ppb
I-
Sc
45

951901.9

PPb
I
As
75

139561.1
46.07818
ppb
i>
Rh
103

659027.2

ppb

Ho
165

1326551.4

ppb

Kr
83

1079.1

ppb
Method 6020 & 200.8 Metals
i Summary Report




Sample ID:
3299-2 great 10




Sample Date/Time:
Tuesday, June 08,2004 10:43:39



Sample Description:
ACT





Concentration Results







Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6

320006.3

ppb
I-
Sc
45

917317.9

ppb
I
As
75

135636.1
46.5523
ppb
l>
Rh
103

633902

ppb

Ho
165

1295042.2

ppb

Kr
83

881.4

ppb
Method 6020 & 200.8 Metals
; Summary Report




Sample ID:
3299-4





Sample Date/Time:
Tuesday, June 08,2004 10:45:12



Sample Description:
ACT





Concentration Results







Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6

288302.6

ppb
i-
Sc
45

1826402.8

ppb
I
As
75

253044.2
87.8351
ppb
i>
Rh
103

625172.2

ppb

Ho
165

1249379.9

ppb

Kr
83

1176.4

ppb
Method 6020 & 200.8 Metals
i Summary Report




Sample ID:
3299-4





Sample Date/Time:
Tuesday, June 08,2004 10:46:44



Sample Description:
ACT





Concentration Results







Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6

256895.1

ppb
I-
Sc
45

1805146.9

ppb
l
As
75

410094.4
137.13334
ppb
l>
Rh
103

648505.1

ppb

Ho
165

1259309.3

ppb

Kr
83

1292.4

ppb
Method 6020 & 200.8 Metals
i Summary Report




Sample ID:
3299-6





Sample Date/Time:
Tuesday, June 08,2004 10:48:17



Sample Description:
ACT





Concentration Results







Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6

270122.1

ppb
i-
Sc
45

451658.9

ppb
I
As
75

1156.1
0.5651
ppb
l>
Rh
103

788705.6

ppb

Ho
165

1473065.8

ppb

Kr
83

156.3

ppb
-------
Method 6020 & 200.8 Metals Summary Report
Sample ID:	3299-7
Sample Date/Time:	Tuesday, June 08,2004 10:49:50
Sample Description:	ACT
Concentration Results

Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
261465.7
ppb
I-
Sc
45
456398.2
ppb
I
As
75
-14.9
0.24369 ppb
l>
Rh
103
804816.1
ppb

Ho
165
1498571.8
ppb

Kr
83
156.3
ppb
Method 6020 & 200.8 Metals Summary Report


Sample ID:
3299-8



Sample Date/Time:
Tuesday, June 08, 2004 10:51:24

Sample Description:
ACT



Concentration Results





Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
226745.2
ppb
I-
Sc
45
1376387.6
ppb
I
As
75
211108.4
69.06673 ppb
l>
Rh
103
663920.5
ppb

Ho
165
1246856.1
ppb

Kr
83
1619.5
ppb
Method 6020 & 200.8 Metals Summary Report


Sample ID:
QC Std 3



Sample Date/Time:
Tuesday, June 08,2004 10:52:56

Sample Description:




Concentration Results





Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
232353.5
ppb
I-
Sc
45
328976.2
ppb
I
As
75
-732.8
0.04776 ppb
l>
Rh
103
791411.5
ppb

Ho
165
1309433.2
ppb

Kr
83
167.7
ppb
Method 6020 & 200.8 Metals Summary Report


Sample ID:
QC Std 4



Sample Date/Time:
Tuesday, June 08, 2004 10:54:29

Sample Description:




Concentration Results





Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
225947.1
ppb
I-
Sc
45
370004.3
ppb
I
As
75
186928.1
52.03761 ppb
l>
Rh
103
781088.3
ppb

Ho
165
1439975.8
ppb

Kr
83
184
ppb
Method 6020 & 200.8 Metals Summary Report


Sample ID:
3299-9



Sample Date/Time:
Tuesday, June 08,2004 10:56:02

Sample Description:
ACT



Concentration Results





Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
192180.7
ppb
I-
Sc
45
1376455
ppb
I
As
75
459533.8
156.62114 ppb
l>
Rh
103
636099.2
ppb

Ho
165
1172214.5
ppb

Kr
83
2671.1
ppb
-------
Method 6020 & 200.8 Metals Summary Report
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
3299-9
Tuesday, June 08, 2004 10:57:37
ACT

Analyte
Mass Meas. Intens.
Mean
Cone. Mean Report Unit

Li
6
178154.9
ppb
I-
Sc
45
1341626.2
ppb
I
As
75
443286.5
155.32305 ppb
l>
Rh
103
618644.1
ppb

Ho
165
1168810.5
ppb

Kr
83
2794.1
ppb
Method 6020 & 200.8 Metals Summary Report
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
3299-11
Tuesday, June 08, 2004 10:59:11
ACT

Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
85512.2
ppb
I-
Sc
45
831912.3
ppb
I
As
75
201584
260.46169 ppb
l>
Rh
103
167729.5
ppb

Ho
165
932833.7
ppb

Kr
83
2720.4
ppb
Method 6020 & 200.8 Metals Summary Report
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
3299-11
Tuesday, June 08, 2004 11:00:46
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
67510.2
ppb
I-
Sc
45
844865.2
ppb
!
As
75
214751.3
404.02784 ppb
!>
Rh
103
115122.3
ppb

Ho
165
724327.3
ppb

Kr
83
2803.5
ppb
Method 6020 & 200.8 Metals Summary Report
Sample ID:
3299-13


Sample Date/Time:
Tuesday, June 08,2004 11:02:20

Sample Description:
ACT


Concentration Results




Analyte
Mass Meas. Intens. Mean

Li
6
175633
I-
Sc
45
317082.4
I
As
75
2675.7
l>
Rh
103
984309.4

Ho
165
1567903.6

Kr
83
208.3
Cone. Mean
0.83621
Report Unit
ppb
ppb
ppb
ppb
ppb
ppb
Method 6020 & 200.8 Metals Summary Report
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
3299-14
Tuesday, June 08, 2004 11:03:53
ACT

Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
179276
ppb
I-
Sc
45
317558.2
ppb
I
As
75
-184.4
0.20836 ppb
l>
Rh
103
1006618
ppb

Ho
165
1560109.1
ppb

Kr
83
196.3
ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
3299-1 less 10
Tuesday, June 08, 2004 11:05:26
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
215008.4
ppb
I-
Sc
45
2404781.4
ppb
I
As
75
238720.8
66.61035 ppb
l>
Rh
103
778448.8
ppb

Ho
165
1303991.4
ppb

Kr
83
1704.5
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
3299-2 less 10
Tuesday, June 08,2004 11:06:58
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
186242.2
ppb
I-
Sc
45
1443663.1
ppb
I
As
75
84782.3
23.89274 ppb
!>
Rh
103
775966.8
ppb

Ho
165
1333147.4
ppb

Kr
83
1306.1
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
3299-2 less 10
Tuesday, June 08,2004 11:08:31
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
168741.1
ppb
I-
Sc
45
1278564.1
ppb
I
As
75
77547.6
22.18408 ppb
l>
Rh
103
765047.6
ppb

Ho
165
1387318.9
ppb

Kr
83
1223.1
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
3299-4
Tuesday, June 08,2004 11:10:04
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
l>
ACT

Analyte
Mass
Li
6
Sc
45
As
75
Rh
103
Ho
165
Kr
83
Summary Report
3299-4

Tuesday, June 08,
ACT

Analyte
Mass
Li
6
Sc
45
As
75
Rh
103
Ho
165
Kr
83
Meas. Intens. Mean
157727.7
1496621.9
172974.5
705241
1345360.1
1439.5
Cone. Mean
Report Unit
ppb
ppb
53.32509 ppb
ppb
ppb
ppb
Meas. Intens. Mean
148393.7
1489501.8
280547.4
665668.7
1305568
1316.1
Cone. Mean
Report Unit
ppb
ppb
91.45435 ppb
ppb
ppb
ppb
-------
Method 6020 & 200.8 Metals
i Summary Report




Sample ID:
QC Std 3





Sample Date/Time:
Tuesday, June 08,2004 11:13:10



Sample Description:






Concentration Results







Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6

138686.7

ppb
I-
Sc
45

199569.1

ppb
I
As
75

-102.4
0.21988
PPb
!>
Rh
103

790146.3

ppb

Ho
165

1276422.3

ppb

Kr
83

142.3

ppb
Method 6020 & 200.8 Metals
i Summary Report




Sample ID:
QC Std 4





Sample Date/Time:
Tuesday, June 08,:
2004 11:14:42



Sample Description:






Concentration Results







Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

y
6

135936.5

PPb
I-
Sc
45

226449.1

PPb
l
As
75

153981.5
42.89158
PPb
!>
Rh
103

781517

ppb

Ho
165

1446199.2

ppb

Kr
83

158

PPb
Method 6020 & 200.8 Metals
i Summary Report




Sample ID:
3299-6





Sample Date/Time:
Tuesday, June 08,2004 11:16:15



Sample Description:
ACT





Concentration Results







Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6

184629.8

ppb
I-
Sc
45

1200471.1

ppb
i
As
75

3115.4
1.10235
PPb
l>
Rh
103

788908.5

PPb

Ho
165

1441829.7

PPb

Kr
83

941.4

PPb
Method 6020 & 200.8 Metals
Sample 10:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
3299-8
Tuesday, June 08,2004 11:17:49
ACT
I-
I
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens. Mean
Li	6	156392.4
Sc	45	1190012.1
As	75	73543.6
Rh	103	668744.6
Ho	165	1355690.8
Kr	83	1141.4
Summary Report
3299-9
Tuesday, June 08,2004 11:19:23
ACT
Cone. Mean
Report Unit
ppb
PPb
24.04998 ppb
ppb
ppb
PPb
I-
i
i>
Analyte Mass Meas. Intens. Mean
Li	6	140480.1
Sc	45	1454826.7
As	75	300716.8
Rh	103	606716
Ho	165	1298813.8
Kr	83	1683.5
Cone. Mean
107.51721
Report Unit
ppb
ppb
PPb
ppb
PPb
PPb
-------
Method 6020 & 200.8 Metals
i Summary Report




Sample ID:
3299-9





Sample Date/Time:
Tuesday, June 08,2004 11:20:58



Sample Description:
ACT





Concentration Results







Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6

134236.7

ppb
I-
Sc
45

1470163.8

ppb
I
As
75

289573.8
108.68208
ppb
l>
Rh
103

577922.2

ppb

Ho
165

1264523.3

ppb

Kr
83

1378.5

ppb
Method 6020 & 200.8 Metals
; Summary Report




Sample ID:
3299-11





Sample Date/Time:
Tuesday, June 08, 2004 11:22:33



Sample Description:
ACT





Concentration Results







Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6

137893.5

ppb
I-
Sc
45

1358358.8

ppb
I
As
75

274388.2
98.21949
PPb
l>
Rh
103

606125.4

ppb

Ho
165

1314962.7

ppb

Kr
83

1363.4

ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
3299-11
Tuesday, June 08, 2004 11:24:07
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
133052.6
ppb
I-
Sc
45
1409118
ppb
I
As
75
366590.2
135.6482 ppb
l>
Rh
103
585960.9
ppb

Ho
165
1283966.7
ppb

Kr
83
1227.8
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
3299-13
Tuesday, June 08,2004 11:25:40
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
155894.2
ppb
I-
Sc
45
1030870.3
ppb
I
As
75
2450.1
0.98162 ppb
l>
Rh
103
723019.8
ppb

Ho
165
1421546.6
ppb

Kr
83
781.4
ppb
Method 6020 & 200.8 Metals Summary Report
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Tuesday, June 08, 2004 11:27:14


ACT



Analyte
Mass Meas. Intens. Mean
Cone. Mean
Report Unit
Li
6 139518.9

ppb
Sc
45 204167.4

ppb
As
75 -2005.9
-0.32603
ppb
Rh
103 755070.7

ppb
Ho
165 1421894.4

ppb
Kr
83 135.7

ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
LRB15-22
Tuesday, June 08,2004 11:28:47
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
140828.3
ppb
I-
Sc
45
225610.6
ppb
I
As
75
143872.1
42.57925 ppb
l>
Rh
103
735514.1
ppb

Ho
165
1391905.7
ppb

Kr
83
133
ppb
Method 6020 & 200,8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
3299-15
Tuesday, June 08,2004 11:30:20
ACT
Analyte Mass Meas. intens. Mean Cone. Mean Report Unit

Li
6
141688.2
ppb
I-
Sc
45
310207
ppb
i
As
75
-3118.6
-0.67402 ppb
!>
Rh
103
731138.4
ppb

Ho
165
1538462.1
ppb

Kr
83
445.7
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
3299-15
Tuesday, June 08, 2004 11:31:54
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
138438.4
ppb
I-
Sc
45
305039.2
ppb
I
As
75
-3729.7
-0.87897 ppb
!>
Rh
103
715540
ppb

Ho
165
1497750.5
ppb

Kr
83
523.7
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 3
Tuesday, June 08,2004 11:33:26
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
134251.9
ppb
I-
Sc
45
207511.4
ppb
i
As
75
-695
0.05004 ppb
i>
Rh
103
759034.6
ppb

Ho
165
1354825.4
ppb

Kr
83
139.7
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 4
Tuesday, June 08, 2004 11:34:59
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
134624.7
ppb
i-
Sc
45
216373.7
ppb
i
As
75
146426
43.09626 ppb
l>
Rh
103
739652.3
ppb

Ho
165
1438048.1
ppb

Kr
83
148
ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
Blank
Tuesday, June 08,2004 12:02:19
Analyte Mass Meas. Intens. Mean	Cone. Mean
Li	6	109093.1
Sc	45	98320.3
As	75	-383.2
Rh	103	429873.6
Ho	165	1454955.3
Kr	83	81
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Report Unit
ppb
ppb
ppb
ppb
ppb
ppb
Summary Report
Standard 1
Tuesday, June 08, 2004 12:03:51
Analyte Mass Meas. Intens. Mean
Li	6	106606.3
Sc	45	101025
Cone. Mean
Report Unit
ppb
ppb
I
As
75
12705.1 6.81185 ppb
l>
Rh
103
416881.1
ppb

Ho
165
1449364.6
ppb

Kr
83
74.3
ppb
Method 6020 & 200.8 Metals
; Summary Report


Sample ID:
Standard 2



Sample Date/Time:
Tuesday, June 08,2004 12:05:25


Sample Description:




Concentration Results





Analyte
Mass Meas. Intens. Mean Cone. Mean
Report Unit

Li
6
103450.2
ppb
I-
Sc
45
101024.3
ppb
I
As
75
25706.3 13.94905
ppb
l>
Rh
103
411563.6
ppb

Ho
165
1414532
ppb

Kr
83
71
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
Standard 3
Tuesday, June 08,2004 12:06:59
l>
Analyte Mass Meas. Intens. Mean Cone.
Li	6	101376.7
Sc	45	101696.1
As	75	122485.3
Rh	103	397061.6
Ho	165	1411573.8
Kr	83	67.7
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Mean Report Unit
ppb
ppb
99.89591 ppb
ppb
ppb
ppb
Summary Report
QC Std 1
Tuesday, June 08, 2004 12:08:33
Analyte Mass Meas. Intens. Mean	Cone.
Li	6	102941.5
Sc	45	96862.7
As	75	12201.4
Rh	103	400015
Ho	165	1371867.5
Kr	83	69.3
Mean Report Unit
ppb
ppb
10.13445 ppb
ppb
ppb
-------
Method 6020 & 200.8 Metals
Sample 10:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 2
Tuesday, June 08,2004 12:10:07
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
106381.1
ppb
1-
Sc
45
98493.6
ppb
1
As
75
1024
1.10102 ppb
l>
Rh
103
407234
ppb

Ho
165
1441017
ppb

Kr
83
73
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 3
Tuesday, June 08, 2004 12:11:39
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens. Mean
Li	6	105861
Sc	45	98705.6
As	75	-353.9
Rh	103	406408.2
Ho	165	1412205.8
Kr	83	72
Summary Report
QC Std 4
Tuesday, June 08,2004 12:13:12
Cone. Mean
Report Unit
ppb
ppb
0.00572 ppb
ppb
ppb
ppb

Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
104135.1
ppb
I-
Sc
45
100286.5
ppb
I
As
75
66179.4
54.19548 ppb
l>
Rh
103
396300.5
ppb

Ho
165
1421483
ppb

Kr
83
82.7
ppb
Method 6020 & 200.8 Metals
i Summary Report


Sample ID:
QC Std 5



Sample Date/Time:
Tuesday, June 08,2004 12:14:44

Sample Description:




Concentration Results





Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
93234.8
ppb
I-
Sc
45
98055
ppb
I
As
75
626663.7
534.48182 ppb
l>
Rh
103
378736
ppb

Ho
165
1303415.8
ppb

Kr
83
90
ppb
Method 6020 & 200.8 Metals
; Summary Report


Sample ID:
QC Std 6



Sample Date/Time:
Tuesday, June 08,:
2004 12:16:18

Sample Description:




Concentration Results





Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
113586
ppb
I-
Sc
45
131560.6
ppb
I
As
75
1607.8
1.41777 ppb
l>
Rh
103
460472.6
ppb

Ho
165
1507486.6
ppb

Kr
83
185
ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 7
Tuesday, June 08,2004 12:17:52
Analyte Mass Meas. Intens. Mean
Li	6	111009.1
Sc	45	133610.1
As	75	14956.7
Rh	103	471489
Ho	165	1461281.4
Kr	83	186.7
Cone. Mean
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 8
Tuesday, June 08,2004 12:19:26
Report Unit
PPb
ppb
10.52752 ppb
ppb
ppb
ppb
]>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens. Mean
Li	6	108871.1
Sc	45	118098.2
As	75	161
Rh	103	523177
Ho	165	1480566.5
Kr	83	80.3
Summary Report
LRB
Tuesday, June 08,2004 12:21:00
ACT
Cone. Mean
Report Unit
ppb
ppb
0.38867 ppb
ppb
ppb
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens. Mean
U	6	142345.6
Sc	45	255139.6
As	75	1840.5
Rh	103	811354,2
Ho	165	1328854.2
Kr	83	1 34.3
Summary Report
LRB
Tuesday, June 08, 2004 12:22:34
ACT
Cone. Mean
Report Unit
ppb
ppb
1.02124 ppb
PPb
ppb
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens. Mean
Li	6	136715.2
Sc	45	195828
As	75	123013.4
Rh	103	757321.3
Ho	165	1382411.6
Kr	83	118.7
Summary Report
3299-11 greatIO
Tuesday, June 08,2004 12:24:08
ACT
Cone. Mean
Report Unit
ppb
ppb
52.7269 ppb
ppb
ppb
ppb

Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
79793.5
ppb
I-
Sc
45
659860.1
ppb
I
As
75
157105.3
515.62013 ppb
!>
Rh
103
98412.2
ppb

Ho
165
295637.9
ppb

Kr
83
3296.6
ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description;
Concentration Results
Summary Report
3299-11 greatIO
Tuesday, June 08,2004 12:25:41
ACT
Analyte Mass Meas. Intens, Mean Cone. Mean Report Unit

Li
6
81345.8
ppb
I-
Sc
45
699621.3
ppb
I
As
75
177795.7
587.2088 ppb
l>
Rh
103
97788.5
ppb

Ho
165
280580.2
ppb

Kr
83
3548.4
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
3299-16
Tuesday, June 08,2004 12:27:15
ACT
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. intens. Mean
Li	6	99547.7
Sc	45	313605.6
As	75	769224.8
Rh	103	459182.6
Ho	165	1585766.3
Kr	83	802.4
Summary Report
3299-17
Tuesday, June 08,2004 12:28:48
ACT
Cone. Mean
Report Unit
ppb
ppb
541.10359 ppb
ppb
ppb
ppb *
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass
Li	6
Sc	45
As	75
Rh	103
Ho	165
Kr	83	2442.4
Summary Report
3299-17
Tuesday, June 08,2004 12:30:22
ACT
Meas. Intens. Mean
74986.8
299961.7
59992.3
87046
196930.5
Cone. Mean
Report Unit
ppb
ppb
222.27302 ppb
ppb
ppb
ppb
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
74983.6
PPb
!-
Sc
45
309447.3
ppb
I
As
75
82340
301.61719 ppb
!>
Rh
103
88184.3
ppb

Ho
165
201837.4
ppb

Kr
83
2409
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
3299-18
Tuesday, June 08,2004 12:31:56
ACT
Analyte Mass Meas. Intens. Mean Cone, Mean Report Unit

U
6
102567.1
ppb
I-
Sc
45
167749.6
ppb
I
As
75
5789.5
3.59369 ppb
l>
Rh
103
565113.5
ppb

Ho
165
1411134.5
ppb

Kr
83
137
ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
3299-19
Tuesday, June 08, 2004 12:33:31
ACT
Analyte
Li
Sc
As
Rh
Ho
Kr
Mass
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Meas. Intens. Mean Cone.
6	97187.4
45	191351.7
75	-4821.5
103	478626.2
165	1299336.7
83	239.7
Summary Report
3299-19
Tuesday, June 08,2004 12:35:06
ACT
Mean Report Unit
PPb
ppb
-2.96254 ppb
ppb
ppb
ppb

Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
93378.9
ppb
I-
Sc
45
194803.1
ppb
I
As
75
-3602.2
-2.21825 ppb
l>
Rh
103
464019.1
PPb

Ho
165
1237918.4
ppb

Kr
83
255
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 3
Tuesday, June 08, 2004 12:36:40

Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
91381.4
ppb
I-
Sc
45
96930.5
ppb
I
As
75
-343.1
0.01015 ppb
l>
Rh
103
400117.5
ppb

Ho
165
1211111.8
ppb

Kr
83
76.3
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 4
Tuesday, June 08,2004 12:38:12

Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
91623.2
ppb
I-
Sc
45
96464.8
ppb
I
As
75
65953.1
56.14465 ppb
!>
Rh
103
381186.1
ppb

Ho
165
1269081.1
ppb

Kr
83
75.7
ppb
Method 6020 & 200.8 Metals Summary Report
Sample ID:
Blank


Sample Date/Time:
Tuesday, June 08, 2004 12:55:58
Sample Description:



Concentration Results




Analyte
Mass
Meas. Intens. Mean

Li
6
100859.6
I-
Sc
45
74642.4
I
As
75
-350.3
l>
Rh
103
271076.6

Ho
165
1064766.3

Kr
83
51.7
Cone. Mean
Report Unit
ppb
ppb
ppb
ppb
ppb
ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
Standard 1
Tuesday, June 08,2004 12:57:30
l>
Analyte Mass Meas. Intens. Mean
Li	6	98522.7
Sc	45	77972.9
As	75	9037.8
Rh	103	270404
Ho	165	1068558.3
Kr	83	62.7
Cone. Mean
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
Standard 2
Tuesday, June 08, 2004 12:59:03
Report Unit
ppb
ppb
11.19698 ppb
ppb
ppb
ppb
Analyte Mass Meas. Intens. Mean
Li	6	95458.6
Sc	45	77047.1
As	75	18627.2
Rh	103	268092.6
Ho	165	1055987.5
Kr	83	50.3
Cone. Mean
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
Standard 3
Tuesday, June 08, 2004 13:00:37
Report Unit
ppb
ppb
22.71825 ppb
ppb
ppb
ppb

Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
95573.6
ppb
I-
Sc
45
78850.9
ppb
I
As
75
88295.9
99.79439 ppb
l>
Rh
103
262294.2
ppb

Ho
165
1028590.8
ppb

Kr
83
49
ppb
Method 6020 & 200.8 Metals
: Summary Report


Sample ID:
QC Std 1



Sample Date/Time:
Tuesday, June 08, 2004 13:02:12

Sample Description:




Concentration Results





Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
95128.6
ppb
I-
Sc
45
75561.6
ppb
I
As
75
8692.6
10.24166 ppb
l>
Rh
103
260448.5
ppb

Ho
165
1025280.2
ppb

Kr
83
48
ppb
Method 6020 & 200.8 Metals
; Summary Report


Sample ID:
QC Std 2



Sample Date/Time:
Tuesday, June 08,:
2004 13:03:46

Sample Description:




Concentration Results





Analyte
Mass
Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
100027.2
ppb
I-
Sc
45
77751.6
ppb
I
As
75
660.6
1.10655 ppb
l>
Rh
103
269328.1
ppb

Ho
165
1068970.1
ppb

Kr
83
52
ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 3
Tuesday, June 08,2004 13:05:18
Analyte Mass Meas. Intens. Mean
Li	6	98394.1
Sc	45	77562.4
As	75	-326
Rh	103	271479.4
Ho	165	1060261.9
Kr	83	53.3
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 4
Tuesday, June 08, 2004 13:06:50
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 5
Tuesday, June 08, 2004 13:08:23
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 6
Tuesday, June 08,2004 13:09:57
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 7
Tuesday, June 08, 2004 13:11:31
Cone. Mean
Report Unit
ppb
ppb
0.02663 ppb
PPb
ppb
ppb
Analyte Mass Meas. Intens. Mean
Li	6	97378.5
Sc	45	78180.4
As	75	49834.3
Rh	103	267812.7
Ho	165	1065764.9
Kr	83	53.7
Cone. Mean
Report Unit
ppb
ppb
55.34175 ppb
PPb
PPb
ppb
Analyte Mass Meas. Intens. Mean
Li	6	86049.3
Sc	45	77704.2
As	75	469595
Rh	103	256147.6
Ho	165	993109.6
Kr	83	65.3
Cone. Mean
541.92841
Report Unit
ppb
ppb
ppb
ppb
PPb
ppb
Analyte Mass Meas. Intens. Mean
Li	6	98556.1
Sc	45	94613.3
As	75	1010
Rh	103	296864.8
Ho	165	1176417.3
Kr	83	125.7
Cone. Mean
Report Unit
ppb
ppb
1.38709 ppb
ppb
ppb
ppb
Analyte Mass Meas. Intens. Mean
Li	6	94874
Sc	45	97690.9
As	75	10380
Rh	103	309222.2
Ho	165	1189845.7
Kr	83	139
Cone. Mean
Report Unit
ppb
ppb
10.29549 ppb
ppb
ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 8
Tuesday, June 08,2004 13:13:05
I-
I
!>
Analyte Mass Meas. Intens, Mean
Li 6	97163.5
Sc	45	91425.9
As	75	108.2
Rh	103	350218.2
Ho	165	1257679.6
Kr	83	51
Cone. Mean
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Report Unit
ppb
PPb
0.47296 ppb
ppb
ppb
ppb
Summary Report
3299-11 greatIO
Tuesday, June 08,2004 13:14:40
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
64636.9
ppb
I-
Sc
45
227814.7
ppb
I
As
75
53432.1
113.59335 ppb
!>
Rh
103
139435.4
ppb

Ho
165
552791.4
ppb

Kr
83
878.7
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
3299-11 greatIO
Tuesday, June 08, 2004 13:16:14
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

U
6
87402.2
ppb
I-
Sc
45
238762.3
PPb
I
As
75
96247.7
146.81233 ppb
l>
Rh
103
194123.1
PPb

Ho
165
755703.5
ppb

Kr
83
925.1
ppb
Method 6020 & 200.8 Metals Summary Report
Sample ID:
3299-16
Sample Date/Time:
Tuesday, June 08,2004 13:17:48

Sample Description:
ACT


Concentration Results




Analyte
Mass Meas. Intens. Mean Cone. Mean

Li
6
73600.5
I-
Sc
45
109377.4
I
As
75
128426.5 135.3929
!>
Rh
103
280955.6

Ho
165
1039978.5

Kr
83
156.3
Method 6020 & 200.8 Metals
! Summary Report

Sample ID:
3299-17


Sample Date/Time:
Tuesday, June 08,2004 13:19:22

Sample Description:
ACT


Concentration Results




Analyte
Mass Meas. Intens. Mean Cone. Mean

U
6
68557.5
I-
Sc
45
117772.2
i
As
75
35324.8 76.70489
l>
Rh
103
136696.4

Ho
165
445205.3

Kr
83
314.3
Report Unit
ppb
PPb
ppb
ppb
ppb
ppb
Report Unit
ppb
ppb
ppb
ppb
ppb
ppb
-------
Method 6020 & 200.8 Metals Summary Report
Sample ID:	3299-17
Sample Date/Time:
Tuesday, June 08,2004 13:20:56


Sample Description:
ACT



Concentration Results





Analyte
Mass Meas. Intens. Mean Cone. Mean
Report Unit

Li
6
76465.5
ppb
I-
Sc
45
120917.4
ppb
I
As
75
72249.8 142.17202 ppb
l>
Rh
103
150492
ppb

Ho
165
482037.7
ppb

Kr
83
315.7
ppb
Method 6020 & 200.8 Metals Summary Report


Sample ID:
3299-19



Sample Date/Time:
Tuesday, June 08,2004 13:22:30


Sample Description:
ACT



Concentration Results





Analyte
Mass Meas. Intens. Mean Cone. Mean
Report Unit

Li
6
91182
PPb
I-
Sc
45
128667.5
PPb
I
As
75
-1075.5 -0.46481
ppb
i>
Rh
103
374581.7
PPb

Ho
165
1228620.4
ppb

Kr
83
115.7
ppb
Method 6020 & 200.8 Metals Summary Report


Sample ID:
3299-19



Sample Date/Time:
Tuesday, June 08,2004 13:24:04


Sample Description:
ACT



Concentration Results





Analyte
Mass Meas. Intens. Mean Cone. Mean
Report Unit

U
6
86639.2
ppb
I-
Sc
45
131717.4
ppb
1
As
75
-1600.4 -0.88515
ppb
l>
Rh
103
373364.7
ppb

Ho
165
1201696.7
ppb

Kr
83
123
ppb
Method 6020 & 200.8 Metals Summary Report


Sample ID:
3299-20



Sample Date/Time:
Tuesday, June 08,2004 13:25:38


Sample Description:
ACT



Concentration Results





Analyte
Mass Meas. Intens. Mean Cone. Mean
Report Unit

Li
6
88144.9
PPb
1-
Sc
45
138267.6
ppb
1
As
75
179236.5 161.52908
ppb
i>
Rh
103
328581.1
ppb

Ho
165
1196651.3
ppb

Kr
83
217.3
ppb
Method 6020 & 200.8 Metals Summary Report


Sample ID:
3299-21



Sample Date/Time:
Tuesday, June 08,2004 13:27:12


Sample Description:
ACT



Concentration Results





Analyte
Mass Meas. Intens. Mean Cone. Mean
Report Unit

Li
6
80611.9
ppb
1-
Sc
45
129946.8
ppb
1
As
75
11054.7 19.84262
ppb
i>
Rh
103
167711.3
ppb

Ho
165
537873.6
ppb

Kr
83
296
PPb


658
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
3299-21
Tuesday, June 08,2004 13:28:46
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
82892.9
ppb
I-
Sc
45
131621.8
ppb
I
As
75
49159.3
84.17783 ppb
l>
Rh
103
173258.5
ppb

Ho
165
557419.7
ppb

Kr
83
287.7
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample DatefTime:
Sample Description:
Concentration Results
Summary Report
QC Std 3
Tuesday, June 08,2004 13:30:19
I-
I
l>
Mass Meas. fntens.
6
45
75
103
165
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte
Li
Sc
As
Rh
Ho
Kr	83
Summary Report
QCStd4
Tuesday, June 08,2004 13:31:51
Mean Cone.
93662.1
75452.4
-100.1
270349.9
941631.5
51.7
Mean Report Unit
ppb
ppb
0.27141 ppb
ppb
ppb
ppb
I-
I
l>
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Analyte Mass Meas. Intens. Mean
Li	6	92963.2
Sc	45	75337.5
As	75	47824.8
Rh	103	261328.7
Ho	165	953679.4
Kr	83	59
Summary Report
3299-22
Tuesday, June 08,2004 13:33:25
ACT
Cone. Mean
Report Unit
ppb
ppb
54.4424 ppb
ppb
ppb
Ppb
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

U
6
88876.5
ppb
I-
Sc
45
109125.1
ppb
I
As
75
2822.4
2.67182 ppb
i>
Rh
103
363670
ppb

Ho
165
1230231.6
ppb

Kr
83
118
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample DatefTime:
Sample Description:
Concentration Results
Summary Report
QC Std 3
Tuesday, June 08,2004 13:34:58
Analyte Mass Meas. Intens. Mean	Cone.
Li	6	91873.7
Sc	45	74337.6
As	75	-397.8
Rh	103	260773.4
Ho	165	925178.3
Kr	83	59.3
Mean Report Unit
ppb
ppb
-0.06987 ppb
ppb
ppb
ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QCStd4
Tuesday, June 08,2004 13:36:30
Analyte Mass Meas. Intens. Mean Cone, Mean Report Unit

Li
6
91217.7
ppb
I-
Sc
45
73988
ppb
I
As
75
46564.7
55.58029 ppb
l>
Rh
103
249157
ppb

Ho
165
928508.4
ppb

Kr
83
49
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
3299-11 greatIO
Tuesday, June 08,2004 13:51:28
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
87381.7
ppb
I-
Sc
45
161379.9
ppb
I
As
75
29211.5
41.09499 ppb
)>
Rh
103
211954.2
ppb

Ho
165
810053.4
ppb

Kr
83
387.3
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
3299-11 greatIO
Tuesday, June 08,200413:53:03
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

u
6
85633.6
ppb
I-
Sc
45
157052.9
PPb
I
As
75
76128.7
102.83114 ppb
i>
Rh
103
219489
ppb

Ho
165
841335.1
ppb

Kr
83
415.3
ppb
Method 6020 & 200.8 Metals Summary Report
Sample ID:
Sample Date/Time:
3299-9 less 10
Tuesday, June 08, 2004 13:54:38
Sample Description:
ACT




Concentration Results






Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6
98031.5

ppb
i-
Sc
45
211839.5

ppb
I
As
75
19254
15.43738
ppb
i>
Rh
103
378090.3

ppb

Ho
165
1298313.3

ppb

Kr
83
358.7

ppb
Method 6020 & 200.8 Meta!
is Summary Report



Sample ID:
3299-9 less 10



Sample Date/Time:
Tuesday, June 08,2004 13:56:12


Sample Description:
ACT




Concentration Results






Analyte
Mass
Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6
102513.8

ppb
I-
Sc
45
220118.4

ppb
I
As
75
20511.4
14.89022
ppb
i>
Rh
103
417698.4

ppb

Ho
165
1354159,3

ppb

Kr
83
357.7

ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
3299-17
Tuesday, June 08,2004 13:57:47
ACT
Analyte Mass Meas. Intens. Mean
l>
Li
Sc
As
Rh
Ho
Kr
6
45
75
103
165
83
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
3299-17
Tuesday, June 08,2004 13:59:21
ACT
Analyte Mass Meas. Intens. Mean
Cone. Mean Report Unit
90803.4	ppb
112745.8	ppb
21145.4	29.02355 ppb
218020.3	ppb
795412.7	ppb
164.3	ppb
Cone. Mean
I-
l>
Li
Sc
As
Rh
Ho
Kr
6
45
75
103
165
83
89374.8
105199.2
62516.6
200210.6
698099.7
150.7
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
3299-18
Tuesday, June 08, 2004 14:00:55
ACT
Analyte Mass Meas. Intens. Mean
Report Unit
ppb
ppb
92.607 ppb
ppb
ppb
ppb
Cone. Mean
I-
I
l>
Li
Sc
As
Rh
Ho
Kr
6
45
75
103
165
83
87736.5
76982.1
150
271015.1
968695.1
60
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
3299-21
Tuesday, June 08,2004 14:05:38
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean
Report Unit
ppb
ppb
0.54363 ppb
ppb
ppb
ppb
Li
Sc
As
Rh
Ho
Kr
6
45
75
103
165
83
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
3299-21
Tuesday, June 08, 2004 14:07:12
ACT
Analyte Mass Meas. Intens. Mean
Report Unit
89138.3	ppb
107584	ppb
6681	10.06602 ppb
203701	ppb
696314.8	ppb
159	ppb
Cone. Mean Report Unit

Li
6
86881.7
ppb
I-
Sc
45
106648.7
ppb
i
As
75
49142.5
72.22471 ppb
!>
Rh
103
202011.2
PPb

Ho
165
694162,8
ppb

Kr
83
154.7
ppb
-------
Method 6020 & 200.8 Metals Summary Report
Sample ID:
QC Std 3
Sample Date/Time:
Tuesday, June 08.2004 14:08:45



Sample Description:





Concentration Results






Analyte
Mass Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6
94487.8

PPb
I-
Sc
45
73627.7

ppb
I
As
75
-74.5
0.29834
ppb
i>
Rh
103
261384.3

ppb

Ho
165
918105.2

ppb

Kr
83
45.7

ppb
Method 6020 & 200.8 Metals Summary Report



Sample ID:
QC Std 4




Sample Date/Time:
Tuesday, June 08,2004 14:10:18



Sample Description:





Concentration Results






Analyte
Mass Meas. Intens. Mean
Cone. Mean
Report Unit

Li
6
92845.1

ppb
I-
Sc
45
74018

ppb
I
As
75
48235.2
56.20453
ppb
i>
Rh
103
255389

ppb

Ho
165
931028.2

ppb

Kr
83
52.7

ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Datefi"ime:
Sample Description:
Concentration Results
Summary Report
3299-22
Tuesday, June 08,2004 14:11:51
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
84538.3
ppb
I-
Sc
45
80820.1
ppb
I
As
75
873.1
1.32663 ppb
l>
Rh
103
273654.4
ppb

Ho
165
984525.5
PPb

Kr
83
69.3
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 3
Tuesday, June 08,2004 14:13:24
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
93173.2
ppb
I-
Sc
45
72728.3
ppb
I
As
75
-254
0.08881 ppb
!>
Rh
103
256618.7
ppb

Ho
165
914478.4
ppb

Kr
83
36.7
ppb
Method 6020 & 200.8 Metals Summary Report
Sample ID:
QC Std 4
Sample Date/Time:
Tuesday, June 08,2004 14:14:57


Sample Description:




Concentration Results





Analyte
Mass Meas. Intens. Mean
Cone. Mean Report Unit

Li
6
92825.5
PPb
I-
Sc
45
74420.2
PPb
I
As
75
47166.8
55.46625 ppb
l>
Rh
103
253011.2
ppb

Ho
165
918333
ppb

Kr
83
51.3
ppb
-------
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
3299-17
Tuesday, June 08,2004 14:16:53
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
94530.7
ppb
I-
Sc
45
89970
ppb
I
As
75
10258.5
14.17131 ppb
l>
Rh
103
219671.5
ppb

Ho
165
775294.9
ppb

Kr
83
89
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
3299-17
Tuesday, June 08, 2004 14:18:27
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
74479.3
ppb
I-
Sc
45
77261.6
ppb
]
As
75
55153.5
92.80466 ppb
l>
Rh
103
176279.8
ppb

Ho
165
620295.7
ppb

Kr
83
92.3
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 3
Tuesday, June 08,2004 14:20:01
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
94251.9
ppb
I-
Sc
45
71722
ppb
I
As
75
-96.8
0.26689 ppb
l>
Rh
103
250640.3
ppb

Ho
165
869815
ppb

Kr
83
47
PPb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
QC Std 4
Tuesday, June 08,2004 14:21:33
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
93817.2
ppb
I-
Sc
45
72380.8
ppb
I
As
75
45788
55.15232 ppb
l>
Rh
103
246879.7
ppb

Ho
165
881909.5
ppb

Kr
83
52.3
ppb
Method 6020 & 200.8 Metals
Sample ID:
Sample Date/Time:
Sample Description:
Concentration Results
Summary Report
3299-17
Tuesday, June 08,2004 14:27:45
ACT
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
97465.2
PPb
I-
Sc
45
79334.3
PPb
l
As
75
4007.2
5.44957 ppb
!>
Rh
103
233523.2
ppb

Ho
165
841393.7
ppb

Kr
83
55.7
ppb
-------
Method 6020 & 200.8 Metals Summary Report
Sample ID:
3299-17



Sample Date/Time:
Tuesday, June 08,2004 14:29:20


Sample Description:
ACT



Concentration Results





Analyte
Mass Meas. Intens. Mean Cone. Mean
Report Unit

Li
6
94989.4
ppb
I-
Sc
45
78627
PPb
I
As
75
49183.1 63.68741
ppb
l>
Rh
103
229483.1
ppb

Ho
165
823296.9
ppb

Kr
83
67
ppb
Method 6020 & 200.8 Metals Summary Report


Sample ID:
QC Std 3



Sample Date/Time:
Tuesday, June 08,2004 14:30:53


Sample Description:




Concentration Results





Analyte
Mass Meas. Intens. Mean Cone. Mean
Report Unit

Li
6
96105.5
ppb
I-
Sc
45
70898.1
ppb
I
As
75
-219.6 0.11642
ppb
[>
Rh
103
244718.8
ppb

Ho
165
859031.6
ppb

Kr
83
56.7
ppb
Method 6020 & 200.8 Metals Summary Report
Sample ID:	QC Std 4
Sample Date/Time:	Tuesday, June 08,2004 14:32:26
Sample Description:
Concentration Results
Analyte Mass Meas. Intens. Mean Cone. Mean Report Unit

Li
6
93910.4
ppb
I-
Sc
45
72384.2
ppb
I
As
75
46059.3
56.38433 ppb
I>
Rh
103
243006.8
ppb

Ho
165
882722.5
ppb

Kr
83
43
ppb
-------
APPENDIX G
RESEARCH TRIANGLE INSTITUTE
BAGHOUSE OUTLET PARTICLE SIZE
TEST REPORT FOR
CONCRETE SUPPLY TRUCK MIX &
RMC CENTRAL MIX
-------
TECHNICAL REPORT
Client:
Air Control Techniques, P. C.
Purchase Order No.:
RTI Project No.:
08224.010.003
Date:
May 27, 2004
Submitted by:
J. Todd Ennis
Research Triangle Institute
Post Office Box 12194
3040 Cornwallis Road
Research Triangle Park, NC 27709
(919)541-7226
Submitted to:
Todd T. Brozell, P.E.
Air Control Techniques, P.C.
301 East Durham Road
Cary, NC 27513
-------
INTRODUCTION
Six Mixed Cellulose Ester (MCE) filter samples from Air Control Techniques, P.C. were
delivered to RTI on May 25, 2004. RTI was requested to perform a particle size
characterization by polarized light microscopy (PLM).
METHOD OF ANALYSIS
PLM
One quarter portion of each filter was excised and mounted on a glass slide and cleared
with acetone vapor for analysis of particle sizes. Each slide was viewed at varying
magnifications for estimation of particle classification. The particle size measurements
were performed using 500X magnification with a calibrated reticle and were based on
calibrated visual estimates.
RESULTS OF ANALYSIS
PLM
Sample ID
Size Distribution of
Estimated Area Percentage of Each

Particles
Particulate Type
RMC-1
<2.5fj =25%
Mineral = 95%

2.5 - 4ju =27%


4 - 8// =25%
Opaque = 2%

8 -10/j =15%


10-20//= 5%
Flyash = 3%

>20p = 3%

RMC-2
<2.5p =45%
Mineral = 93%

2.5 - Ajj =37%


4-8// =12%
Opaque = 2%

8-10// =4%


10-20//= 2%
Flyash = 5%

>20//= <1%

-------
RMC-3
<2.5p =20%
Mineral = 98%

2.5 -4p =36%


4-8// =31%
Opaque = 1%

8-10// =10%


10 -20// = 2%
Flyash = 1 %

>20// = 1%

CS-1
<2.5p =35%
Mineral = 100%

2.5 - 4fj =48%


4 -8// =10%
Opaque = <1%

8-10// =2%


10 -20// = 2%
Flyash = <1%

>20p = 3%

CS-2
<2.5//=21%
Mineral = 100%

2.5 - 4p =24%


4 - 8p =20%
Opaque = «1%

8- 10//=15%


10-20//= 11%
Flyash = <1%

>20// = 9%

CS-3
<2.5// =70%
Mineral = 87%

2.5 - 4// =28%


4 - 8p =2%
Opaque = 5%

8 -10// = <1%


10 - 20// = N/D
Flyash = 8%

>20// = N/D

DISCUSSION
The PLM analysis of the six filter samples revealed similarities between the two
sample sets and differences within sample set CS. The filters comprising the RMC
sample set were all extremely lightly loaded, with slight differences in size
classifications among the three filters.
Among the CS sample set the first two filters, CS-1 and CS-2 were heavily
loaded with mineral agglomerations, and filter CS-2 had the heaviest loading with
agglomerations observed up to 80p maximum width. Conversely, sample CS-3 was
moderately loaded with uniformly small particles, of which, a somewhat elevated
percentage was identified as flyash and opaque combustion byproduct. Among all six
filters flyash particles ranged in size from 2-1 Op and opaque particles generally ranged
from 5-15p with a few particles measured up to 75y in sample CS-2. Individual mineral
particles ranged between <2.5p and 30(J. Please do not hesitate to call me for any
further explanation of my observations, you can reach me at (919)541-7226.
-------
BRTI

Memorandum
INTERNATIONAL
May 27, 2004
Mr. Todd Brozell
Air Control Techniques, P.C.
301 East Durham Road
Cary, NC 27513
Dear Mr. Brozell;
The six filter samples delivered to RTI on May 25, 2004 have been analyzed and the
report of analysis is attached.
If you have any questions, please call me at (919) 541-7226. We appreciate the
opportunity to provide these services.
Sincerely,
J. Todd Ennis
Research Geologist
JTE/lbs
-------
APPENDIX H
SAMPLE
EMISSION FACTOR
CALCULATIONS
Examples from Wake Foresty NC» RMCC, Central Mix and
Rock Hill, SC Concrete Supply, Truck Mix
-------
Calculations for the PM10 Emission Factor for
Wake Forest, NC, RMCC,
Central Mix Run # 3
Measured Factors used for Emission Factor Calculations
Description of Factor
Units
Run #3
Measurement
Area of arrays
Square feet
140
Wind speed thru arrays
Feet per minute
220
Average array PM10 concentration measured with
TEOM
Micrograms per
cubic meter
57.9
Fabric filter inlet PM]0 concentration measured
with EPA Preliminary Method 4
Pounds per hour
0.49866
Fabric filter outlet PM]0 concentration measured
with EPA Preliminary Method 4
Pounds per hour
0.01480
Fabric filter inlet TSP concentration measured
with EPA Preliminary Method 4
Pounds per hour
1.33222
Fabric filter outlet TSP concentration measured
with EPA Preliminary Method 4
Pounds per hour
0.02619
Average plant concrete production during test
Tons per hour
55.1
n _	220 feet	2 meters3 872 meters3
Gas flow rate thru arrays =	* 140 feet *	r- =	
minute	35.31 feet minute
, „ , . . ,	872 meters3 57.9 micrograms . 60 minutes
Measured PMI0 emissions thru array =	*	f-	*	
minute	meter	hour
m	1 pound	 0.0067 pounds
453,600,000 micrograms hour
0.0067 pounds
Total PM )0 fugitive emissions =	thru array+
hour
0.0148 pounds	0.0215 pounds
	emitted from fabric filter =	
hour	hour
-------
Calculations for the PM10 Emission Factor for
Wake Forest, NO, RMCC,
Central Mix Run # 3, continued
0.0215 pounds
PM,0 Emission factor=—fttP"	= 0 00039 P°unds PM"
55,1 tons	ton of concrete
hour
/
Fabric filter control efficiency =
0.49866 ff inlet - 0,0148 ff outlet ^pounds/ ~100 = 97 03%
0.49866 ff inlet	J /hour
f
Truck hood PM,0 control efficiency =
	0-4987 ff inlet	1 pounds/ *100 = 98 67%
0.4987 ff inlet+0.0067 amy J /hour
-------
Calculations for the PM10 Emission Factor for
Rock Hill, SC Concrete Supply,
Truck Mix Run # 3
Measured Factors used for Emission Factor Calculations
Description of Factor
Units
Run #3
Measurement
Area of arrays
Square feet
140
Wind speed thru arrays
Feet per minute
136.7
Average array PM10 concentration measured with
TEOM
Micrograms per
cubic meter
527.0
Fabric filter inlet PMW concentration measured
with EPA Preliminary Method 4
Pounds per hour
5.66843
Fabric filter outlet PM,0 concentration measured
with TEOM
Pounds per hour
0.025
Fabric filter inlet TSP concentration measured
with EPA Preliminary Method 4
Pounds per hour
43.48263
Fabric filter outlet TSP concentration.
Calculated by multiplying the ratio of TSP/PMio
from the inlet fabric filter Preliminary Method 4
data to the measured fabric filter outlet TEOM
PM10 data.
Pounds per hour
0.192
Average plant concrete production during test
Tons per hour
84.4
Gas flow rate thru arrays = *36-7feet *i40feet2 * meterc' 542 meters'
minute	35.31 feet minute
._w . . ,	542meters3 _ 527.0micrograms^60minutes
Measured PM10 emissions thru array =	— *	—f-	*	
minute	meter	hour
m	1 pound		 0.0378 pounds
453,600,000 micrograms hour
0.0378 pounds
Total PM10 fugitive emissions =			thru array+
hour
0.025 pounds . , „ _, . „ 0.0628 pounds
			emitted from fabnc filter =			
hour	hour
-------
Calculations for the PM10 Emission Factor for
Rock Hill, SC Concrete Supply,
Truck Mix Run # 3
0.0628 pounds
PMI0 Emission factor - —		0 00074 P01""15 PM">
84,4 tons	ton of concrete
hour
~ . f 43.483 ff inlet — 0.192 fT outlet>pounds/ *inA nft e<0/
Fabric filter control efficiency-1	43,483 ff ^	 P Aour 100 = 99'56%
/	,	w • , .	\
Truck hood PM10 control efficiency =
5.668 ff Met
5.668 ff inlet + 0.0378 array
pounds^, 10Q _ 99 34o/o
-------