United States Air and Radiation EPA420-P-99-006
Environmental Protection M6.SPD.003
Agency February 1999
&EPA Development of Methodology
for Estimating VMT
Weighting by Facility Type
DRAFT
> Printed on Recycled Paper
-------
EPA420-P-99-006
February 1999
of for
by
Assessment and Modeling Division
Office of Mobile Sources
U.S. Environmental Protection Agency
Prepared for EPA by
Systems Applications International, Inc.
ICF Consulting Group
EPA Contract No. 68-C6-0068
Work Assignment No. 1-03
NOTICE
This technical report does not necessarily represent final EPA decisions or positions.
It is intended to present technical analysis of issues using data which are currently available.
The purpose in the release of such reports is to facilitate the exchange of
technical information and to inform the public of technical developments which
may form, the basis for a final EPA decision, position, or regulatory action.
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL in
Table of Contents
1 BACKGROUND AND METHODOLOGY DEVELOPMENT
BACKGROUND 1-1
SOURCES OF VEHICLE ACTIVITY INFORMATION 1-2
METHOD 1 - WORKING WITH TRAFFIC COUNT DATA 1-3
VMT Estimation Procedures 1-4
Speed Estimation Procedures 1-5
METHOD 2 - WORKING WITH TRAVEL DEMAND MODELS 1-9
2 APPLICATIONS OF METHODS TO SELECTED URBAN AREAS
DATABASES 2-1
APPLICATION OF METHODOLOGIES 2-4
Ada County - Transportation Model Outputs 2-5
Chicago Transportation Model Data 2-8
Houston Transportation Model Data 2-16
Charlotte Traffic Count Data 2-23
New York Traffic Count Data 2-27
3 DEVELOPMENT OF NATIONAL DEFAULT VMT AND SPEED DISTRIBUTIONS
METHODOLOGY 3-4
RESULTS 3-6
REFERENCES R-l
98110lr2.wpd Final Report — September 1998
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
List of Tables
1-1 Comparison of Daily VMT Distributions from Different Methods 1-3
1-2 Summary of Speed Estimation Method Features 1-7
1-3 Data Requirements for the HCM Technique 1-7
1-4 Distributions of VMT by speed and facility type from DTIM 1-11
2-1 Characteristics of Speed Correction Cycles developed for MOBILE6 ... 2-1
2-2a Charlotte Department of Transportation (CDOT) counts for 1995 2-2
2-2b CDOT and North Carolina DOT count data 2-2
2-3 Content of four record formats in the New York traffic count dataset ... 2-3
2-4 Chicago 1996 transportation model outputs 2-3
2-5 Ada County 1995 and 2015 transportation model outputs 2-3
2-6 Houston 2020 transportation model outputs 2-4
2-7a Summary of 1995 VMT by functional class and speed during AM peak hour
(8 a.m.) for Ada County 2-6
2-7b Summary of 1995 VMT by functional class and speed during PM peak hour
(5 p.m.) for Ada County 2-7
2-7c Summary of 1995 VMT by functional class and speed during OFF peak hour
(1 p.m.) for Ada County 2-7
2-8 Summary of 1995 VMT fractions by functional class and speed
for Ada County 2-8
2-9 Summary of 2015 VMT fractions by functional class and speed
for Ada County 2-8
2-10 Overall VMT distributions for Ada County in 1995 and 2015 2-8
2-1 la Summary of 1996 light duty vehicle VMT distribution by functional class
and speed during AM peak (8 a.m.) for Chicago 2-9
2-1 Ib Summary of 1996 light duty vehicle VMT distribution by functional class
and speed during PM peak (5 p.m.) for Chicago 2-10
2-1 Ic Summary of 1996 light duty vehicle VMT distribution by functional class
and speed during OFF peak (1 p.m.) for Chicago 2-10
2-12a Summary of 1996 heavy duty vehicle VMT distribution by functional class
and speed during AM peak (8 a.m.) for Chicago 2-11
2-12b Summary of 1996 heavy duty vehicle VMT distribution by functional class
and speed during PM peak (5 p.m.) for Chicago 2-11
Final Report — September 1998 98llOlr2.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2-12c Summary of 1996 heavy duty vehicle VMT distribution by functional class
and speed during OFF peak (1 p.m.) for Chicago 2-12
2-13a Summary of 1996 light duty VMT fractions by functional class
and speed during AM peak (8 a.m.) for Chicago 2-12
2-13b Summary of 1996 light duty VMT fractions by functional class
and speed during PM peak (5 p.m.) for Chicago 2-13
2-13c Summary of 1996 light duty VMT fractions by functional class
and speed during OFF peak (1 p.m.) for Chicago 2-13
2-14a Summary of 1996 heavy duty VMT fractions by functional class
and speed during AM peak (8 a.m.) for Chicago 2-14
2-14b Summary of 1996 heavy duty VMT fractions by functional class
and speed during PM peak (5 p.m.) for Chicago 2-14
2-14c Summary of 1996 heavy duty VMT fractions by functional class
and speed during OFF peak (1 p.m.) for Chicago 2-15
2-15a Light Duty Vehicle VMT distributions for Chicago in 1996 2-15
2-15b Heavy Duty Vehicle VMT distributions for Chicago in 1996 2-15
2-15c Total VMT distributions for Chicago in 1996 2-15
2-16 Freeflow speeds and capacities for Houston 2-16
2-17a Summary of 2020 AM Peak (7 a.m.) VMT by functional class
and speed for Houston using speed processor 2-17
2-17b Summary of 2020 Midday (1 p.m.) VMT by functional class
and speed for Houston using speed processor 2-17
2-17c Summary of 2020 PM Peak (5 p.m.) VMT by functional class
and speed for Houston using speed processor 2-18
2-17d Summary of 2020 Overnight (10 p.m.) VMT by functional class
and speed for Houston using speed processor 2-18
2-18a Summary of AM Peak (7 a.m.) VMT fractions by functional class
and speed for Houston using speed processor 2-19
2-18b Summary of Midday (1 p.m.) VMT fractions by functional class
and speed for Houston using speed processor 2-19
2-18c Summary of PM Peak (5 p.m.) VMT fractions by functional class
and speed for Houston using speed processor 2-20
2-18d Summary of Overnight (10 p.m.) VMT fractions by functional class
and speed for Houston using speed processor 2-20
98110lr2.wpd Final Report — September 1998
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2-19a Summary of 2020 AM Peak (7 a.m.) VMT by functional class
and speed for Houston using HGAC transportation model speeds 2-21
2-19b Summary of 2020 Midday (1 p.m.) VMT by functional class
and speed for Houston using HGAC transportation model speeds 2-21
2-19c Summary of 2020 PM Peak (5 p.m.) VMT by functional class
and speed for Houston using HGAC transportation model speeds 2-22
2-19d Summary of 2020 Overnight (10 p.m.) VMT by functional class
and speed for Houston using HGAC transportation model speeds 2-22
2-20 Overall VMT distributions for Houston in 2020 2-23
2-21 Hourly distributions of travel by functional class for Charlotte 2-24
2-22 Distribution of link VMT by functional class for Charlotte 2-24
2-23 Freeflow speeds for Charlotte 2-25
2-24 Capacity (vehicles per hour) for Charlotte 2-25
2-25a Summary of AM Peak VMT distributions by functional class
and speed for Charlotte 2-25
2-25b Summary of PM Peak VMT distributions by functional class
and speed for Charlotte 2-26
2-25c Summary of Offpeak VMT distributions by functional class
and speed for Charlotte 2-26
2-26 Total number of count sites by functional class for Charlotte 2-27
2-27 Hourly distributions of travel by functional class for rural New York . . . 2-28
2-28 Hourly distributions of travel by functional class for urban New York . . 2-29
2-29 Freeflow speeds, capacities, and number of lanes for New York 2-29
2-30 Distribution of link VMT by functional class for New York 2-30
2-3 la Summary of AM Peak (8 a.m.) VMT distributions by functional class
and speed for rural New York 2-30
2-3 Ib Summary of PM Peak (5 p.m.) VMT distributions by functional class
and speed for rural New York 2-31
2-3 Ic Summary of Offpeak (1 p.m.) VMT distributions by functional class
and speed for rural New York 2-31
Final Report — September 1998 98llOlr2.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL vn
2-32a Summary of AM Peak (8 a.m.) VMT distributions by functional class
and speed for urban New York 2-32
2-32b Summary of PM Peak (5 p.m.) VMT distributions by functional class
and speed for urban New York 2-32
2-32c Summary of Offpeak (1 p.m.) VMT distributions by functional class
and speed for urban New York 2-33
2-33 Total number of counts by functional class for New York 2-33
3-1 Fractional VMT by functional class for prototype cities 3-2
3-2 Fractional VMT by time of day for prototype cities 3-2
3-3 Average speeds for prototype cities 3-3
3-4 Total HPMS VMT assigned to each prototype city 3-6
3-5 Hourly distribution of national VMT by functional class 3-7
3-6 National average hourly speed distributions 3-8
List of Figures
3-1 Speed distribution variation by functional class
and time of day for Chicago 3-4
3-2 Hourly distributions of national VMT 3-7
98110lr2.wpd Final Report — September 1998
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
List of Appendices
APPENDIX 2A: Source Code Listing for Programs Used to Calculate VMT
Distributions for New York and Charlotte
APPENDIX 2B: Hourly VMT Model Output by Functional Class and Speed for
Ada County in 1995
APPENDIX 2C: Hourly VMT Model Output by Functional Class and Speed for
Ada County in 2015
APPENDIX 2D: Hourly VMT Model Output by Functional Class and Speed for
Chicago in 1996 (light duty and heavy duty vehicles)
APPENDIX 2E: Hourly VMT Model Output by Functional Class and Speed for
Houston in 2020 using Speed Processor
APPENDIX 2F: Hourly VMT Model Output by Functional Class and Speed for
Houston in 2020 using HGAC Transportation Model Speeds
APPENDIX 2G: Hourly Fractional VMT Distributions by Functional Class and Speed for
Charlotte, NC
APPENDIX 2H: Hourly Fractional VMT Distributions by Functional Class and Speed for
New York, NY
APPENDIX 3 A: Fractional VMT for HPMS Urban Areas (by urbanized area)
APPENDIX 3B: Fractional VMT for HPMS Rural Areas (by state)
Final Report — September 1998 98llOlr2.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL 1-1
1 BACKGROUND AND METHODOLOGY DEVELOPMENT
BACKGROUND
This report summarizes the results of work conducted for the U.S. Environmental
Protection Agency (EPA) Office of Mobile Sources (OMS) involving the development and
application of methods to estimate certain aspects of on-road vehicle activity. In particular,
this work was designed to estimate vehicle miles of travel (VMT) on different classes of
roadways by time of day and speed, and to investigate other vehicle activity characteristics.
The principal motivation for this work is that the next version of EPA's highway vehicle
emission factor model, MOBILE6, will provide emission factors disaggregated by facility
type1. For this reason, emission inventory development will require that vehicle activity
inputs identify the fraction of travel by roadway type.
This report is organized around the three tasks which comprised this work. The first
task, summarized in this section, was the investigation of available data sources and
development of a methodology for estimating VMT allocation by facility type, time of day,
and speed. The second task, summarized in section 2, was a demonstration of the
methodology to a selected set of cities. The third task, summarized in section 3, was the
development of an estimate of national VMT distributions for use by OMS in estimating
national emissions. The focus of this report is the development and application of
appropriate methods for developing vehicle activity inputs. A companion document (SAI,
1998) presents guidance designed to assist state and local agencies in the development of
vehicle activity inputs for emissions estimation.
MOBILE6 will produce emissions for four facility types: freeways, arterials, ramps,
and local roadways. The selection of these four classes derives from a project conducted by
Sierra Research for EPA (Carlson and Austin, 1997) to develop light duty vehicle driving
cycles for estimating the speed-dependence of emissions. In that project, eleven cycles were
developed:
• High speed freeway;
• Freeway under levels of service2 (LOS) A-C;
• Freeway under LOS D;
• Freeway under LOS E;
• Freeway under LOS F;
• Freeway under LOS "G" (a hypothetical, highly congested LOS);
• Arterial under LOS A-B;
Arterial under LOS C-D;
• Arterial under LOS E-F;
• Freeway ramp; and
• Local roadways.
1 "Facility type" and "functional class" are transportation planning terms that mean type of roadway.
2 "Level of service" is a term describing the amount of traffic congestion on a particular roadway segment at a
given time; LOS A is uncongested.
981110r3.wpd Final Report — September 1998
-------
1-2 SYSTEMS APPLICATIONS INTERNATIONAL
The freeway and arterial cycles have different average speeds and underlying speed
distributions, and MOBILE6 freeway and arterial emission factors will be speed-dependent.
Ramp and local roadway speed distributions will be assumed to be those of the ramp and
local roadway cycles, and the emission factors will not be speed dependent.
SOURCES OF VEHICLE ACTIVITY INFORMATION
Direct measurement or modeling of vehicle activity has traditionally been conducted
in support of highway planning and traffic engineering decisions. State and local
transportation and traffic management agencies collect traffic count data at both permanent
and temporary locations. In addition to their use in the analysis of traffic patterns and trends,
these data are commonly used in the development and calibration of travel demand models3.
In addition to counts, a variety of data collection techniques are used to characterize travel,
including household surveys and trip diaries, license plate surveys, and "floating car"
studies. None of these methods provide truly comprehensive data on all travel activity, and
the costs of data collection further limit the availability of sound vehicle activity data. In
response to the EPA transportation conformity rules, many Metropolitan Planning
Organizations (MPOs) are conducting a range of efforts to enhance the quality of vehicle
activity estimates for air quality planning. These efforts focus on both expanded and
improved data collection, as well as studies targeted on model improvement (see, for
example: Janik, 1997; Stopher and Fu, 1997; and Suhrbier et al., 1997).
Count data and travel demand modeling provide the most widely available
information regarding travel activity in urban areas. Nevertheless, because of their primary
historical use in evaluating transportation system performance, rather than characterizing
regional travel, there are limitations and assumptions associated with their use in emissions
estimation and forecasting. For count data, key issues are associated with extrapolation from
necessarily limited numbers of locations to regional travel totals. Formalized methods exist
based on data from the Highway Performance Monitoring System (HPMS), but the number
of HPMS count sites, frequency of sampling, and representativeness of sites are possible
sources of uncertainty. For example, in Charlotte, N.C. there are only six HPMS count sites.
Selection of either count data or travel demand model outputs for estimating VMT
must consider the possibility of hidden flaws which could bias calculated VMT distributions.
For example, a comparison of FHWA, local, and modeled VMT estimates was conducted by
the Charlotte Department of Transportation. Table 1-1 summarizes VMT distributions in
1989 for Mecklenberg County, as reported in this study. (CDOT, 1997).
The VMT distributions based on the FHWA classifications result in approximately
eight percent more travel on freeways, provide no estimate of ramp travel, and result in over
3 Most commonly used travel demand models follow the "four-step" process in which socioeconomic data are
used to describe the number and type of trips between zones in an urban area, and assign trips to specific paths
along the roadway network. The results are used to evaluate the performance of the roadway network and the
effects of growth, highway construction, etc. on roadway congestion and travel time.
Final Report — September 1998 98lllOr3.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL 1-3
ten percent more travel on local roads than the classifications used by CDOT. The CDOT
ramp estimates presumably overestimate ramp activity, since they include vehicles driven on
frontage roads also. The modeled VMT distributions agree well with those developed by
CDOT. Because the data shown in Table 1-1 are at a very aggregated level (e.g., no attempt
to resolve differences by time of day or vehicle class), one would expect that these show less
variation between methodologies than if the data were viewed at higher levels of resolution.
Table 1-1: Comparison of daily VMT distributions from different methods.
FHWA
Interstate
Freeway
Primary
Minor
Collector
Local
Percent
22.6
6.0
20.7
20.9
10.9
18.9
CDOT
Freeway
Major
Minor
Collector
Local
Ramp*
Percent
22.6
54.0
10.3
5.6
5.5
1.9
Model
Freeway
Major
Minor
Collector
Local
Ramp*
Percent
21.7
52.9
12.3
5.9
5.3
1.8
* Includes frontage roads.
For this study, two methods are developed for development of VMT distributions by
facility class and speed. The first of these works directly from vehicle count data. The
second requires processing of regional travel demand model outputs. These two methods use
data which are most likely to be available to local and state agencies, and neither method
relies on databases of observed speeds. In these methods, speeds are estimated using facility
characteristics and level of traffic congestion. Actual speed data can and should be used
where available if city-specific speed distributions are desired. Such data can address the
effects of local characteristics that influence driver behavior and speeds, such as roadway
lay-out (curves, hills, visibility, and distances between intersections) and signal coordination.
METHOD 1 - WORKING WITH TRAFFIC COUNT DATA
Most state and local transportation agencies have available to them sizable bodies of
traffic count data for a subset of roadways. Some of these counts may be collected as part of
the HPMS system, but typically agencies create their own databases that expand upon and
provide greater (although not necessarily statistically balanced) coverage of roadways. Count
data are commonly maintained at hourly or daily resolution, and in some areas are
maintained at 15-minute resolution. Although data are not always available in electronic
format, there has been significant expansion of permanent electronic "loop detector"
counting on arterials and freeways. Basic count data sets are typically maintained by site,
with site descriptors (county, route, distance from a reference point, direction, lane, facility
type, segment length, area type) and the actual count data (date, day of week, time of day,
duration, vehicle count).
VMT Estimation Procedures
It is relatively straightforward to estimate total VMT from vehicle count datasets,
although as noted later in this section, there are a number of ways in which biases can enter
the calculation. Most regions use similar methods to estimate total VMT by functional class.
Area type is available and used in many areas. The VMT estimation procedure is:
981110r3.wpd Final Report — September 1998
-------
SYSTEMS APPLICATIONS INTERNATIONAL
1. Calculate the sum of counts in each functional class (by area type if possible).
2. Determine the sample size in each functional class (the number of counters).
3. Determine the average volume by dividing total count by sample size.
4. Obtain miles of facility in each class (available from Department of Transportation or GIS
databases).
5. Calculate VMT by class as average volume multiplied by the number of miles of facility.
The result of this procedure is a distribution of VMT by facility type. Often, total
centerline miles for each functional class can also be obtained by area type from GIS
databases used in conjunction with regional travel demand models. If such data are available,
one can use the data in the above procedure in order to obtain VMT by functional class and
area type. At a minimum, we would expect that most urban areas will have the capability to
arrive at these types of estimates using similar methods to those described above.
Typically, the above procedure is carried out with average annual daily traffic
(AADT) counts. However, one can make assumptions, by extrapolating from available
hourly count data, as to the time of day distribution of vehicle activity by facility type. The
result of these calculations is VMT distributions by facility type and time of day. Seasonal,
day-of-week, or episodic variations in activity can be estimated if the raw count data are
maintained in a disaggregated and accessible (i.e., electronic) form. Again, most regions
have some hourly count data although these data may only be representative of average
weekdays or may not fully represent the combination of facility and area types in the region.
In the absence of local data, it is possible, but not recommended, to apply temporal traffic
patterns observed in another "similar" city. In general, some level of locale-specific
temporal data will be available, and additional data can be collected at modest cost.
Several key issues are immediately apparent if the VMT estimates are intended to be
used in emission calculations. First, the classification of roadways must be matched to the
four functional classes used in MOBILE6. Thus, data for major and minor arterials and
collectors may need to be merged into the MOBILE "arterial" class. The MOBILE
"freeway" class might include data reported for "interstate" and "expressway" classes as
well.
Frequently, counts will not be available for ramps. For example, in the FHWA count
studies in the Charlotte example, estimated ramp VMT was assigned to the functional class
of the road connected to the freeway by the ramp. However, in the absence of actual count
data, ramp VMT can be estimated as a fraction of freeway VMT, possibly by area type,
based upon VMT estimates from a regional travel demand model. Rapid acceleration events
on on-ramps can be significant contributors to total emissions, so realistic estimation of
ramp VMT is important.
Common problems with count data include biases arising from the selection of
roadways that are sampled or from idiosyncrasies of the counting device. For example, areas
using road tube counters may have undercounts on multilane facilities, especially during
peak traffic periods. These result from two cars crossing the tube at the same time. (On
freeways, this problem can be corrected by switching to ramp on/off counts). Also,
Final Report — September 1998 98lllOr3.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL 1-5
sometimes data are combined without correcting for underlying differences in the collection
method. For example, in Charlotte, NCDOT average daily traffic (ADT) counts were
combined with CDOT average annual weekday traffic (AAWT) counts without correcting
for the difference in averaging periods (they note that the ADT counts were around nine
percent lower than AAWT counts).
Agencies providing data should be consulted to identify known data set limitations
and methods that can be used to address them. The traffic count data set can be adjusted to
remove inherent biases. For example, counts on freeways in high density travel areas may be
over-represented, leading to an overestimate of the average freeway volume. If count
locations can be matched to area type and distributions of land use by area type are available,
the counts can be proportionately weighed to ensure that they reflect average land use
characteristics. Although many areas have fairly detailed GIS databases that provide area
types, at a minimum estimates of the proportion of land in different area types should be
available from standard USGS databases. Assigning specific count locations to area types
may, in the absence of GIS databases, require cumbersome review by planning personnel
who are familiar with local land use patterns.
Another problem that can occur is having too little count data for a particular facility
type (or facility/area type combination). In these cases, one can combine two similar classes
or extrapolate data from another, similar class. The overall result, however, is an increase in
the associated uncertainty of these estimates.
Speed Estimation Procedures
Addressing the speed dependence of emission rates in MOBILE6 requires that VMT
for arterials and freeways be further disaggregated by either speed or LOS. As discussed
above, detailed databases of observed speeds are not available for many areas. Therefore,
procedures are needed to estimate speeds or LOS from the traffic count data. LOS is a
measure of congestion defined in terms of vehicle density (e.g., vehicles per lane-mile). As
such, LOS is difficult to measure directly, except by techniques such as aerial photography.
Roadway characteristics and traffic volumes can be used to infer LOS, however it is also
possible to estimate speeds based on traffic engineering relationships. Although
uncertainties arise in any such calculations (particularly during conditions of severe
congestion), characterizing traffic behavior using speed estimates provides better precision
and sensitivity than would the relatively coarse LOS classes. For this reason, this section
focuses on deriving speed distributions rather than LOS.
Much of the information presented here on speed estimation procedures is taken
from a NCHRP sponsored study, "Planning Techniques to Estimate Speeds and Service
Volumes" (Bowling et al., 1996). There are generally two methods available for estimating
speeds. The first uses procedures from the Highway Capacity Manual (HCM). The second
uses volume/capacity relationships expressed in the Bureau of Public Roads (BPR) curves
(or modified BPR curves). The accuracy of both methods falls substantially when applied to
arterials, due to the complications caused by controls (e.g., signalization). Table 1-2
summarizes features of both methods.
981110r3.wpd Final Report — September 1998
-------
1-6 SYSTEMS APPLICATIONS INTERNATIONAL
HCM Procedure
The HCM method requires more facility-specific information than is likely to be
available. On a regional basis, therefore, the BPR method appears the most practical for
typical urban areas and it is our recommended method for speed estimation. We note,
however, that with the use of GIS for collecting network data, urban areas are beginning to
develop richer databases that could allow application of the HCM procedure on a regional
basis. For general information, the data requirements for the HCM procedure are listed in
Table 1-3. Note that, for both facility types, default look-up tables can be created for many
of these variables allowing one to apply these methods provided one has facility and area
type. Of course, use of defaults rather than facility-specific data reduces the accuracy of the
resultant speeds.
Final Report — September 1998 98lllOr3.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
1-7
Table 1-2: Summary of Speed Estimation Method Features (Source: Bowling et al., 1996)
Criteria
I. Data Requirements
Amount
Precision
Feasibility
2. Ease of Use
Complexity
Training Required
Spreadsheet
3. Reliability
Accuracy
Facilities
Area Types
Planning Applications
4. User Confidence and Acceptance
Overall Use
Planning Applications
Agencies
Geographic Spread
5. Significant Strengths and
Deficiencies
Strengths
Deficiencies
Volume/Capacity Curves (BPR)
-volume, capacity, free speed
-a 10% error in volume or capacity
translates into a 19% change in the
estimated speed at v/c = 1.00
-all required data are feasible for all
agencies to easily obtain
-single equation
-few minutes to learn
-spreadsheet friendly
-not accurate at high v/c ratios
-all, but not reliable for interrupted flow
facilities
-all
-good only for regional transportation
planning (RTF) models
-used by 22% of all respondents
-predominant technique for RTFs
-most popular with MPOs
-least popular with local traffic agencies
-used throughout USA
-simple, quick, well-behaved function
1. Not accurate at v/c's > 1.00
2. Needs to be refitted to new HCM data
3. Not sensitive to signal timing
Highway Capacity Manual
-volume, free speed, plus numerous
additional facility characteristics
-complexity of procedures make it
difficult to determine impacts of data
errors
-40% of MPOs indicated it is unfeasible to
obtain some of the required data items (%
heavy vehicles, quality of coordination
were most difficult)
-multiple equations
-one-day training
-adaptable to spreadsheets, but figures
must be translated to look-up tables
-most accurate of available techniques not
in traffic model software
-no planning technique for uninterrupted
flow facilities systems
-interrupted flow technique designed for
only urban application
-rural road procedure limited to 60 mph
design speed
-good for all except RTF models
-used by 33% of respondents
-predominant technique for site impact
and congestion management
-most popular with state DOTs
-least popular with MPOs
-most frequently used across the country
but less popular on west coast
-comprehensive, sensitive to many factors
1 . Extensive data required
2. Complex procedures
3. No procedure for freeway systems
4. Can't do v/c > 1.00
5. Rural roads procedure limited
Table 1-3. Data Requirements for the HCM Techniques.
Uninterrupted Flow Facilities
Interrupted Flow Facilities
Hourly volume
Number of lanes
Free-flow speed
Peak hour factor
Lane and shoulder widths
Percent trucks
Percent recreational vehicles
Terrain type
Predominant driver type.
Hourly volumes
Number of lanes
Free-flow speed
Arterial class
Density of signals per mile
Peak hour factor
Percentage turning traffic from exclusive lanes
Medians
Exclusive turn lanes
Green time per cycle
Cycle length
Quality of signal progression
Signal controller type.
981110r3.wpd
Final Report — September 1998
-------
1-8 SYSTEMS APPLICATIONS INTERNATIONAL
BPR Procedure
In contrast to the Highway Capacity Manual, the BPR is not data intensive. Default
tables of capacity by functional class are available, although the accuracy of the method is
improved if individual facility capacities are used (Bowling et al., 1996). The standard BPR
equation is:
s = sf/(l+a(v/c)b)
where:
s = predicted mean speed
sf = free-flow speed
v = volume
c = practical capacity
a = 0.05 for signalized facilities (arterials, collector, and local)
a = 0.20 for unsignalized facilities (freeways, highways, and expressways)
b= 10
Different values of the parameters a and b have been developed by some urban areas based
upon speed data sets, resulting in customized BPR curves. Practical capacity is defined as
80% of maximum capacity. Free-flow speed is defined as the space mean speed of traffic
when volumes are so light that they have negligible effect on speed and is estimated to be
1.15 times the speed at capacity. (Bowling et al, 1996). Relationships for free-flow speed (sf)
have been developed by Bowling et al., as follows:
Uninterrupted facilities with posted speed limits > 50 mph:
Mean speed (mph) = 0.88 * (posted speed limit in mph) +14
Uninterrupted facilities with posted speed limits < 50 mph:
Mean speed (mph) = 0.79 * (posted speed limit in mph) +12
By entering either coded capacities by facility type or using default look-up tables, along
with the link volumes from traffic count data, link speeds can be predicted with the BPR
equation. VMT within each functional class can be grouped by speed, resulting in
distributions of VMT by speed for freeways.
The accuracy with which the BPR curves predicts speeds for both arterials and
freeways can reportedly approach those of the HCM and traffic simulation models, provided
that accurate free-flow speeds and capacities for each facility are known. Predicted speeds
are proportional to free-flow speed, but drop rapidly as v/c approaches 1.0, making it
particularly important to use reliable capacity values.
As noted above, the accuracy of these speed relationships is reduced for arterials and
locals because of traffic control effects. However, unless local data on control parameters by
facility and area type are available to at least construct look-up tables, regional planners are
probably limited to the BPR curves for estimating arterial speeds as well. A simple method
Final Report — September 1998 98lllOr3.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL 1-9
to better estimate speeds as a function of facility type is to differentiate the parameter "a" for
signalized (a = 0.05) and unsignalized (a = 0.20) facility classes. As discussed in the next
section regarding travel demand models, speed processors have been developed that use
default signalization parameters to improve speed estimates for arterials, but the accuracy of
these methods is still limited.
Time of day variations in speeds can be accounted for by distributing traffic volumes
by time of day, as discussed above, and then applying the BPR equation with the appropriate
capacities and volumes. If available, day-of-week and seasonal effects can also be
incorporated by applying appropriate adjustments to link volumes or using traffic count data
specific to the temporal period of interest. The use of adjustment factors, particularly for
time of day, can result in peak hour traffic volumes that exceed roadway capacity, conditions
under which uncertainties in the BPR relationships are greatest. While significant
congestion does occur in many areas, it is possible for adjustments to cause unrealistically
low estimated speeds for some roadways, requiring care and judgment on the part of the
analyst.
Future year estimates can be developed by projecting VMT estimates by functional
class and area type to the desired year based either on past trends or travel demand model
predictions. Regional growth and its effects on congestion, travel demand, and spatial
distribution of travel can cause significant shifts in VMT between functional classes and
areas. Therefore, agencies should review and update their VMT distributions when
projecting inventories.
Variations in distributions by vehicle class (light versus heavy duty or by FHWA
classifications) can be obtained from HPMS data by functional class by state. Obtaining
similar distributions for a specific urban area or by speed bin is more difficult. The survey
conducted as part of the NCFIRP planning techniques study found that forty percent of
respondents would not be able to obtain data on percent trucks by roadway type (Bowling et
al., 1996). In the absence of local data, the state HPMS estimates could be assumed to be
applicable. HPMS estimates do differentiate between urban and rural area types. In some
cases, the particular urban area under study may be the predominate source of data for the
HPMS statistics which makes this less of an extrapolation. We are unaware of any readily
available sources of data that would allow agencies to develop distributions of VMT on
freeways and arterials by vehicle class and speed.
METHOD 2 - WORKING WITH TRAVEL DEMAND MODELS
Travel demand models (TDMs) provide another source of estimates of vehicle
activity by functional class, time of day, and speed. The modeling process assigns trips
(defined by an origin and a destination within the roadway network) to roadway segments.
To the extent that model inputs capture all trips within a region, TDMs provide
comprehensive regional VMT estimates and avoid the uncertainties associated with
extrapolation of traffic volumes from count data at selected locations. They provide less
detail, however, regarding volume fluctuation by time of day, vehicle type, and speeds than
can be obtained from measurements, except to the extent that available data are used to
981110r3.wpd Final Report — September 1998
-------
1-10 SYSTEMS APPLICA TIONS INTERN A TIONAL
provide such detail in model output. Agencies with access to TDMs can readily obtain VMT
distributions from the link-level traffic volumes and other outputs of these models. The
November 1993 transportation conformity regulations require network-based modeling for
metropolitan planning areas in ozone and carbon monoxide nonattainment areas classified as
serious and higher (40CFR51.452). Modeling improvements have been made in many areas
in response to these regulations, as well as other planning needs.
The assignment of traffic to the roadway network in travel demand models uses
calculated speeds and route choices to minimize travel time. The effect of speeds on
assignments is evaluated primarily in terms of how well the assigned traffic volumes agree
with count data. Historically, lack of agreement between TDM speeds and observed speeds
was of little concern provided that congestion and traffic volumes were well characterized.
TDM inputs (especially the "trip tables" identifying numbers of trips between each pair of
zones) are prepared for specific time periods, and simulation results provide a single
assignment representative of that period. For average daily travel (ADT) assignments, it is
not possible within the model to describe hourly variation in congestion and speeds. Even if
modeling is conducted separately for different times of day (e.g., AM peak, midday, PM
peak, and overnight), congestion and speeds can vary within each period. Consultation with
transportation planners and modelers should include assessment of whether TDM speeds
have been calibrated or evaluated against observations.
Because of the difficulties that can arise in achieving both accurate assignments and
accurate speeds in TDMs, it may be preferable to calculate speeds externally. Post-
processing software is available that uses HCM procedures and BPR curves to calculate
hourly congested speeds and produce summaries of regional VMT distributions. TDM
networks can be quite large (thousands of individual links), making the use of computer
processing with either database or specialized software extremely desirable. Table 1-4
provides an example of the type of data that are summarized from these models, in this case
taken from a run of Caltrans' Direct Travel Impact Model (DTEVI2) for travel activity in a
portion of Imperial County, California. Packages such as DTEVI2 were actually developed to
produce emissions estimates, and can be expected to be adapted to work with MOBILE6.
The general speed post-processing algorithm used in these packages operates on hourly link
volumes (even if the TDM outputs are multiple hour or daily assignments) as follows:
1. Distribute link-level volumes by hour of day using user-provided or default temporal
distributions (usually from count data sets).
2. Calculate hourly VMT by multiplying link distance by hourly volume.
3. Calculate the V/C ratio using either link-specific capacities or lookup tables.
4. Apply the BPR curve, using link-specific free flow speeds or lookup tables, to arrive at
hourly congested speeds.
Exogenous volume adjustments can be applied to the loaded networks to account for
variations by day of week or season prior to post-processing speeds. Note that this results in
higher inaccuracies in the assignments, since ideally traffic should be assigned with the
actual trip productions and attractions that correspond to the modeling episode. Such data
are not commonly available. However, future year loaded networks are usually available
Final Report — September 1998 98lllOr3.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
1-11
from local planners which simplifies the development of future year VMT distributions. The
procedure described above is simply repeated, this time with the future year assignment.
Table
1-4: Distribution
Speed
0.0- 2.5
2.5- 7.5
7.5-12.5
12
17
22
27
32
37
42
47
52
57
62
67
5 -
5-
5-
5 -
5 -
5-
5-
5 -
5 -
5-
5-
5 -
17
22
27
32
37
42
47
52
57
62
67
72
5
5
5
5
5
5
5
5
5
5
5
5
Total
of VMT by speed and facility type from DTIM.
Typel Type2 Type3 Type4
0
0
0
0
0
0
6777
0
93515.9
52922.1
27248.3
0
0
1297.6
0
181761
0
0
0
0
0
0
18753
0
232859
131922
53392
0
0
1122
0
438048
0
0
0
0
0
0
3157.3
0
37876.8
20552.1
8431.6
0
0
176
0
70193.8
0
0
0
0
0
0
1833.6
0
18861.2
9910
7476.7
0
0
307.9
0
38389.5
There are several areas in which TDMs may fail to provide comprehensive VMT
estimates. These relate to both the preparation of inputs used in modeling and in the level of
detail incorporated in trip and network inputs. For example, "intrazonal" travel (trips whose
origin and destination are within the same zone of the TDM) and other travel on local roads4
are not directly assigned to the network, and must be separately addressed. This is typically
accomplished through calculations based on assumptions about intrazonal trip lengths, the
sizes of zones, and local roadway speeds. Alternatively, local road travel can be estimated
from count data. Like local roads that are not "coded" into the TDM network, separate
freeway on- and off-ramp links may not be included in network specification. Ramp travel
may therefore be either omitted from TDM VMT estimates, or included as a portion of
freeway VMT.
Information on travel by vehicle class is typically not available directly in TDMs.
The "trip table" inputs that identify the number of trips for each purpose (e.g., home-based
work trips) between each pair of spatially defined zones in the model, and this information
can be used if data exist on fleet composition for different trip purposes. However, as TDMs
focus primarily on travel by individuals rather than goods movement, this approach provides
little value for identifying medium and heavy truck activity. Goods movement models are
under development, but at present, simple adjustment factors are more commonly used to
estimate incremental freight-related VMT to be added to modeled volumes. Time of day,
day of week, and seasonal variation of freight travel should be evaluated separately, based on
local data.
4 TDM networks typically include all freeways and arterials, but may not explicitly include minor streets.
981110r3.wpd
Final Report — September 1998
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL 2-1
2 APPLICATION OF METHODS TO SELECTED URBAN AREAS
In Section 1, two methodologies were outlined that could be used to develop
distributions of vehicle miles traveled (VMT) by functional class and speed, using either
traffic count data or travel demand model assignments as the primary vehicle activity
indicator. This section presents the results of the application of these methods in five
selected urban areas: Chicago IL; Houston TX; Charlotte NC; Ada County (Boise) ID; and
New York NY. DTEVI2 was used to produce VMT and speed distributions directly from
TDM outputs for Chicago, Ada County and Houston. For all five areas, speeds were
estimated using the BPR curves, as the available data sets did not include sufficient detail to
allow the use of the HCM procedures.
For emission inventory preparation using MOBILE6, VMT distributions are needed
for four functional classes: freeways; arterials; ramps; and local roads. For freeways and
arterials, distributions of VMT by speed are also needed. This classification scheme is that
used in new speed correction cycles developed for MOBILE6 (Sierra Research, 1997) which
spanned a range of levels-of-service, speeds, and accelerations, as summarized in Table 2-1.
Table 2-1. Characteristics of Speed Correction Cycles Developed for MOBILE6.
Cvcle
Freeway, High Speed
Freeway, LOS A-C
Freeway, LOS D
Freeway, LOS E
Freeway, LOS F
Freeway, LOS "G"
Freeway Ramps
Arterials/Collectors, LOS A-B
Arterials/Collectors, LOS C-D
Arterials/Collectors, LOS E-F
Local Roadways
Average Speed
(mnh)
63.2
59.7
52.9
30.5
18.6
13.1
34.6
24.8
19.2
11.6
12.9
Maximum Speed
(mob)
74.7
73.1
70.6
63.0
49.9
35.7
60.2
58.9
49.5
39.9
38.3
Maximum Acceleration
Rate (mnh/s)
2.7
3.4
2.3
5.3
6.9
3.8
5.7
5.0
5.7
5.8
3.7
DATABASES
Two types of data were collected for the analysis. For some cities, actual hourly or
daily traffic count data were obtained. These data generally included some information about
the count locations, such as functional class and/or area type, as well as temporal
information for each count (e.g., time of day, day of year). For other cities, transportation
activity estimates and network information from the regional transportation model were
obtained. The choice of method to be tested in each city was dependent upon the type of data
obtained. Although efforts were made to obtain both count data and TDM output for the
same area to allow a comparison of the methods, but the data were not received in time to
conduct this comparison. Tables 2-2 through 2-6 summarize the data that were assembled
and used for the five areas.
Table 2-2a. Charlotte Department of Transportation (CDOT) counts for 1995.
981120r2.wpd Final Report — September 1998
-------
2-2
SYSTEMS APPLICATIONS INTERNATIONAL
Item
Description
Card Number = 1 (card 1)
Location Description of count site
LNKNM Link number, as used in the transportation model (not available for all links)
CODE Internal CDOT code
DATE mmddyy
DAYWEEK 0=Sunday, l=Monday,...
TIME Time counter placed (counts stored 001 - 2400)
TWOWAY Two-way count? T/F
COMPASS DIR Direction (NEWS) of A direction counts
AADT Average-annual daily traffic
AAWT Average-annual weekday traffic
SUMCNT Sum of counts
AAWT factor Month/Day factor to calculate AAWT
Card Number = 2 (card 2)
VolOOOO-0015 Volume 0000-0015 - compass direction A
Vol0016-0030 Volume 0016-0030
Voll 145-1200 Volume 1145-1200 - compass direction A (total of 48 15-min counts)
Repeat for 1201 - 2400 - compass direction A (total of 48 15-min counts)
Repeat for 001 -1200-compass direction B (total of 48 15-min counts)
Repeat for 1201 - 2400 - compass directions (total of 48 15-min counts)
Table 2-2b. CDOT and North Carolina DOT count data (CDOT counts are AAWT, NCDOT
counts are APT).
Item
Description
FUNCL CDOT functional class
AREATP CDOT area type (1 = CBD, 2 = CBD fringe, 3 = residential, 4 = commercial area,
5 = rural)
DOTF FHWA functional class (First letter: I = interstate, F = oth. freeway, P = principal
arterial, M = minor arterial, C = collector, L = local; Second letter: U = urban, R =
rural)
LINKLEN Link length (miles)
LNKNM Travel demand model ID (matches data set above as well)
LOCATION From demand model - different method than count dataset
85VOL Volume -1985
86VOL Volume -1986
87VOL Volume -1987
88VOL Volume -1988
89VOL Volume -1989
90VOL Volume -1990
91VOL Volume -1991
92VOL Volume -1992
93VOL Volume -1993
94VOL Volume -1994
95VOL Volume -1995
Final Report — September 1998
981120r2.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2-3
Table 2-3. Content of four record formats in the New York traffic count dataset.
TF1 Records
Region
County
Route
Milepoint
Station
Card Code ("1")
Section Length
Year
Functional Class
Factor Group
Description
Not Used
Not Used
Not Used
Not Used
Not Used
Not Used
Not Used
TF2 Records
Region
County
Route
Milepoint
Station
Card Code ("2")
Year
Month
Day of Month
Direction
Day of Week
Week of Year
Reference Marker
Hour Counts (4
positions)
Not Used
Not Used
Not Used
Not Used
TF3 Records
Region
County
Route
Milepoint
Station
Card Code ("3")
Year
Month of First Days
Count
Day-of-Month of First
Days Count
Direction
Factor Group
Reference Marker
Hourly Counts (xxxx 24
Times)
Not Used
Not Used
Not Used
Not Used
Not Used
TF4 Records
Region
County
Route
Milepoint
Station
Year
Count Number
Section Length
Beginning Description
Ending Description
AADT
Design Hour
Reference Marker
Direction
Bridge Identification
Number
Functional Class
Factor Group
HPMS Number
Table 2-4. Chicago 1996 transportation model outputs.
Description
Anode - link end point
Bnode - link end point
Link distance
Functional class (0 = dummy links; 1 = freeway; 2 = major highway; 3 = area service (arterial);
4 = other principal arterials; 5 = minor arterial (urban); 6 = collector (urban); 7 = local; 8 =
major collector (rural); 9 = minor collector)
Daily link volume
Link capacity
Link freeflow speed
Anode coordinates
Bnode coordinates
Table 2-5. Ada County 1995 and 2015 transportation model outputs.
Description
Anode - link end point
Bnode - link end point
Link distance
Functional class (1 = freeway; 2 = arterial; 3 = collector; 4 = local)
Daily link volume
Link freeflow speed
Anode coordinates
Bnode coordinates
* cnoae coordinates
Table 2-6. Houston 2020 transportation model outputs
T)fkGf*r*irftirkn
Description
Anode - link end point
981120r2.wpd
Final Report — September 1998
-------
SYSTEMS APPLICATIONS INTERNATIONAL
Bnode - link end point
Link distance
Functional class (0 = locals; 1 = radial freeways w/o frontage road; 2 = radial freeways w/ frontage
road; 3 = crc freeways w/o frontage road; 4 = crc freeways w/ frontage road; 5 = radial tollways w/o
frontage road; 6 = radial tollways w/ frontage road; 7 = crc tollways w/o frontage road; 8 = crc
tollways w/ frontage road; 9 = principal arterial w/ grade separator; 10 = principal arterials divided; 11
= principal arterials undivided; 12 = other arterials divided; 13 = other arterials undivided; 14 = one-
way pairs; 15 = one-way facilities; 16 = collectors divided; 17 = collectors undivided; 18 = ferries; 19
= saturated arterials; 20 = transitways; 21 = saturated arterials)
Peak and Off-peak period link volumes
Link capacity
Link freeflow speed
Anode coordinates
Bnode coordinates
Some additional sets of traffic data were obtained but not used in this task. These
were
• Traffic count data for Ada County, ID., which were not used because functional classes
were not identified;
• Hourly count data for twelve count locations in Chicago, which were not used because
they were not a representative, robust sample;
• Transportation model outputs for Las Vegas, NV, which were not used because of time
constraints; and
• HPMS traffic count data for Chicago and Houston, which were not used because of time
constraints.
None of the datasets obtained for this project contained direct count or volume
estimates for freeway ramps. A methodology for estimating ramp VMT, developed by the
Charlotte Department of Transportation (CDOT), was provided with the Charlotte dataset. It
was used to develop rough estimates of ramp VMT for all five cities as discussed in the next
section.
APPLICATION OF METHODOLOGIES
There are two alternate methodologies that were tested with these data to determine
vehicle miles traveled (VMT) distributions by functional class and speeds. The first method
that will be discussed uses transportation model outputs to arrive at VMT by functional class
and speed. This method was applied for Ada County, Houston, and Chicago. The second
method, applied for Charlotte and New York, uses actual vehicle count data to arrive at the
VMT distributions. For both methods, VMT and speed distributions by time of day are
estimated for each functional class identified in the underlying data bases. These functional
classes do not correspond unambiguously to the four classes used in MOBILE6. For
example, some data sets include "minor arterial" and "minor collector," either of which
might be classified as "local" in other areas. MOBILE6 does not provide for different speed
distributions for the "local" functional class. Speed distributions are shown here for local
roadways for purposes of evaluation.
Final Report — September 1998 98ll20r2.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL 2-5
Travel demand model outputs were processed using a standard software package,
Caltrans' Direct Travel Impact Model (DTEVI2, Fieber et al., 1994). In some instances,
simple preprocessor programs were created in FORTRAN to reformat datasets or to add
specific parameters, such as capacity, to the data. The DTEVI2 model includes a speed
processor that works with hourly volume to capacity ratios, freeflow speeds, and the
standard Bureau of Public Roads (BPR) speed curve to arrive at hourly link-level speeds
(Bowling, 1994). Although this speed processor can modify speeds to reflect the impacts of
signalization and queuing, these two functions were turned off for this analysis.
Signalization was partially accounted for by using different parameters in the BPR equations
as outlined in Section 1.
The DTEVI2 speed processor requires that the functional class and capacity be
explicitly coded for each link in the network. These parameters were available for both
Houston and Chicago. Therefore, the DTEVI2 speed processor was used for both cities. For
Ada County, functional class was available but capacity was not available. Therefore, the
predicted speeds from the local transportation model, which are provided by link, were used
in developing the VMT distributions for Ada County.
For areas with vehicle count data (Charlotte and New York), these data were used as
described in section 1 to estimate regional VMT by functional class The second method
required directly estimating hourly VMT distributions by functional class and speed. We
developed a FORTRAN program for manipulating the traffic count data for Charlotte and
New York in order to accomplish this. The source code listing for this program is provided
in Appendix 2A.
Ada County - Transportation Model Outputs
The transportation model estimates of traffic volumes and network characteristics
that were obtained for the Ada County region were processed using the DTEVI2 software
system. Both current (1995) and future year (2015) predictions of vehicle activity were
analyzed. Initially, distributions were developed for an entire day of travel. Subsequently,
distributions were developed separately for the AM-, PM-, and off-peak travel periods.
The Ada County network assigns roadway links to one of the following four
functional classes:
• Freeway
• Arterial
• Collector
• Local
In many ways, this was the least detailed database used in this effort. For example, local data
for developing hourly distributions were not available. As a result, the Ada Planning
Association had used distributions developed by the California Department of
Transportation for San Luis Obispo CA (Caltrans, 1993), a city which has a similar
population to Boise, ID. Also, as noted above, individual link capacities were not available,
so the DTEVI2 speed processor could not be applied for this region. Rather, the link-level
981120r2.wpd Final Report — September 1998
-------
2-6
SYSTEMS APPLICATIONS INTERNATIONAL
speeds provided by the local transportation model were assumed to be applicable regardless
of time-of-day or congestion. As a result, speed distributions are unvarying by time of day.
Tables 2-7a through 2-7c show the allocation of VMT by functional class and speed
for the 1995 Ada County transportation files for three hours of the day that are representative
of AM peak (8 a.m.), PM peak ( 5 p.m.), and OFF peak (1 p.m.) travel periods, respectively.
Similar tables for 2015 were also developed, which reflected the effects of growth and
highway network changes. Tables 2-8 and 2-9 show the fractional VMT by speed and
functional class for the two years. Because the speed processor could not be applied, and
because only a daily traffic assignment was available, the distribution of VMT by speed and
functional class was constant for all time periods. Table 2-10 summarizes VMT distribution
by functional class, using the class designations in the Ada County model and then re-
expressed using the designations from the Sierra speed cycles. The Ada County model does
not track ramp VMT. Ramp VMT was assumed to be 8.7 percent of freeway VMT, based on
a Charlotte Department of Transportation analysis (CDOT, 1997) that estimated ramp VMT
to be 19.4 percent of freeway VMT in the central business district, 8.7 percent in commercial
areas, and 2.4 percent in residential areas. Estimated Ada County VMT distributions for all
hours are provided in Appendix 2B for 1995 and Appendix 2C for 2015.
Table 2-7 SL Summary of 1995 VMT by functional class and speed during AM peak hour (8 a.m.) for
Ada County (miles/day).
Speed Range
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Freeway
0
0
0
147
230
2318
468
0
0
7407
42903
14612
15574
0
0
83659
Arterial
0
0
0
5
1669
7720
56278
67940
15866
20578
0
0
0
0
0
170056
Vehicle Miles
Collector
0
0
0
0
6705
6135
7241
3214
3381
0
0
0
0
0
0
26676
Local
0
0
0
26989
2593
441
493
912
513
0
0
0
0
0
0
31942
Total
0
0
0
27142
11197
16614
64481
72067
19760
27985
42903
14612
15574
0
0
312332
Final Report — September 1998
981120r2.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2-7
Table 2-7b. Summary of 1995 VMT by functional class and speed during PM peak hour (5 p.m.) for
Ada County (miles/day).
Speed Range
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Freewav
0
0
0
222
346
3491
705
0
0
11156
64621
22009
23458
0
0
126008
Arterial
0
0
0
8
2514
11628
84766
102333
23897
30994
0
0
0
0
0
256141
Vehicle Miles
Collector
0
0
0
0
10099
9240
10907
4841
5092
0
0
0
0
0
0
40179
Local
0
0
0
40651
3906
665
743
1374
773
0
0
0
0
0
0
48112
Total
0
0
0
40881
16864
25024
97121
108548
29762
42151
64621
22009
23458
0
0
470440
Table 2-7c. Summary of 1995 VMT by functional class and speed during OFF peak hour (1 p.m.) for
Ada County (miles/day).
Speed Range
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Freewav
0
0
0
193
301
3034
612
0
0
9696
56163
19128
20388
0
0
109514
Arterial
0
0
0
7
2185
10106
73671
88938
20769
26937
0
0
0
0
0
222613
Vehicle Miles
Collector
0
0
0
0
8777
8031
9479
4207
4426
0
0
0
0
0
0
34920
Local
0
0
0
35330
3394
578
646
1194
672
0
0
0
0
0
0
41814
Total
0
0
0
35530
14657
21749
84408
94340
25866
36633
56163
19128
20388
0
0
408862
981120r2.wpd
Final Report — September 1998
-------
2-8
SYSTEMS APPLICATIONS INTERNATIONAL
Table 2-8. Summary of 1995 VMT fractions by functional class and speed for Ada County.
Speed Range
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Freeway
0
0
0
0.0005
0.0007
0.0074
0.0015
0
0
0.0237
0.1374
0.0468
0.0499
0
0
0.2679
Fraction of Total VMT
Arterial Collector
0
0
0
0
0.0053
0.0247
0.1802
0.2175
0.0508
0.0659
0
0
0
0
0
0.5445
0
0
0
0
0.0215
0.0196
0.0232
0.0103
0.0108
0
0
0
0
0
0
0.0854
Local
0
0
0
0.0864
0.0083
0.0014
0.0016
0.0029
0.0016
0
0
0
0
0
0
0.1022
Total
0
0
0
0.0869
0.0359
0.0532
0.2064
0.2307
0.0633
0.0896
0.1374
0.0468
0.0499
0
0
1.0000
Table 2-9. Summary of 2015 VMT fractions by functional class and speed for Ada County.
Speed Range
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Freewav
0
0
0
0.0004
0.0005
0.0064
0.0023
0
0
0.0201
0.1298
0.0379
0.0421
0
0
0.2395
Fraction of Total VMT
Arterial Collector
0
0
0
0
0.0043
0.0221
0.1748
0.2284
0.0542
0.0727
0
0
0
0
0
0.5566
0
0
0
0
0.0229
0.0175
0.0350
0.0170
0.0116
0
0
0
0
0
0
0.1040
Local
0
0
0
0.0833
0.0084
0.0012
0.0020
0.0036
0.0015
0
0
0
0
0
0
0.1000
Total
0
0
0
0.0837
0.0362
0.0471
0.2141
0.2490
0.0673
0.0928
0.1298
0.0379
0.0421
0
0
1.0000
Table 2-10. Overall VMT distributions for Ada County in 1995 and 2015 (miles/day).
Functional Class
Freeway
Arterial & Collector
Ramp
Local
1995 VMT
1486240
3495042
129303
567470
2015 VMT
2303441
6354025
200399
961803
1995 VMT
Fraction
0.26
0.62
0.02
0.10
2015 VMT
Fraction
0.23
0.65
0.02
0.10
Chicago Transportation Model Data
Transportation model data for 1996 on traffic volumes and network characteristics
were processed using the DTIM2 system to arrive at VMT distributions by functional class
and speed for the Chicago region. The DTEVI2 speed processor was used to calculate speeds
as a function of hourly volume to capacity and freeflow speeds. Tables 2-11 and 2-12
summarize total VMT by functional class and speed for light and heavy duty traffic,
Final Report — September 1998
981120r2.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2-9
respectively, during peak and off-peak travel periods. The estimates for heavy duty travel
activity are arrived at by applying a fraction of VMT attributable to heavy duty vehicles to
the link volumes, producing heavy duty vehicle volumes by link. This fraction does not vary
by area type or functional class. However, a separate temporal distribution is then applied to
the heavy duty portion of the fleet, which results in different VMT distributions for this
portion of the fleet. Tables 2-13 and 2-14 show the corresponding fractional VMT
distributions by functional class and speed for peak and off-peak travel hours. Hourly VMT
by functional class and speed for the entire fleet are included in Appendix 2D.
Table 2-15 summarizes VMT distributions by functional classes used for the Sierra
speed cycles for light duty, heavy duty, and total fleet, respectively. As for Ada County,
ramp VMT is assumed to be 8.7 percent of freeway VMT, because ramps are not a
functional class within the Chicago model.
Table 2-lla. Summary of 1996 light duty vehicle VMT distribution by functional class and speed during
AM peak (8 a.m.) for Chicago (miles/day).
Speed Range
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5 - 17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Freeway
0
3362
0
105660
182753
181568
156724
251344
198653
133224
517441
309012
107232
135870
0
2282844
Highway
0
856
17769
66463
201406
327280
348149
240993
160016
117340
57882
18407
0
0
0
1556560
Vehicle
Arterial
0
4970
29132
137749
530801
929526
804607
538417
222657
116133
22251
1153
0
0
0
3337395
Miles
Collector
0
7607
25812
123324
340752
409209
224273
161452
152032
101917
35996
881
0
0
0
1583256
Local
0
6416
3652
10492
51658
115174
72144
44870
102912
61213
34334
1131
0
0
0
503996
Total
0
23211
76365
443688
1307370
10328487
1605897
1237076
836270
529827
667904
330584
107232
135870
0
9264051
981120r2.wpd
Final Report — September 1998
-------
2-10
SYSTEMS APPLICA TIONS INTERN A TIONAL
Table 2-1 Ib. Summary of 1996 light duty vehicle VMT distribution by functional class and speed during
PM peak (5 p.m.) for Chicago (miles/day).
Speed Range
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5 - 17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Freeway
0
3025
0
1701
15470
157342
175214
221112
218530
234804
272700
549013
57486
179798
0
2086196
Highway
0
212
10158
33679
171620
269882
386551
285715
167157
129711
63964
18167
0
0
0
1536814
Vehicle
Arterial
0
4088
21490
95554
411720
933747
861157
586290
259992
120438
23874
1137
0
0
0
3319486
Miles
Collector
0
5924
18529
101361
304258
450492
235206
167360
156157
102666
37409
2175
0
0
0
1581536
Local
0
3871
4639
10295
43192
116905
76967
50317
99061
63603
33757
1153
0
0
0
503760
Total
0
17120
54816
242590
946260
1928368
1735095
1310794
900897
651222
431704
571645
57486
179798
0
9027792
Table 2-1 Ic. Summary of 1996 light duty vehicle VMT distribution by functional class and speed during
off-peak (1 p.m.) for Chicago (miles/day).
Speed Range
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5 - 17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Freeway
0
3210
0
33910
119250
144141
166722
206150
212025
202133
483888
323268
124669
118201
0
2137567
Highway
0
143
2289
19369
73544
219036
323552
268007
188692
135433
59031
17641
0
0
0
1306738
Vehicle
Arterial
0
1445
5535
28002
206142
699970
763080
600483
314913
118122
29619
2231
0
0
0
2769541
Miles
Collector
0
2383
4799
29733
206140
414256
210690
158096
140233
106234
31649
718
0
0
0
1304929
Local
0
3656
2646
2756
22519
101912
61068
39161
87767
59732
32869
902
0
0
0
414987
Total
0
10837
15269
113770
627595
1579315
1525112
1271897
943630
621654
637056
344760
124669
118201
0
7933762
Final Report — September 1998
981120r2.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2-11
Table 2-12a. Summary of 1996 heavy duty vehicle VMT distribution by functional class and speed
during AM peak (8 a.m.) for Chicago (miles/day).
Speed Range
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5 - 17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Freeway
0
981
0
23528
37181
35764
31576
51636
42259
31789
143395
100161
35520
64592
0
598382
Highway
0
86
1914
8074
21387
36103
36346
23862
16994
12817
6516
1978
0
0
0
166076
Vehicle
Arterial
0
403
2658
12554
51742
85488
70946
47134
20102
10093
3156
126
0
0
0
304401
Miles
Collector
0
605
2150
9896
28838
33821
17884
12242
11981
9361
3269
59
0
0
0
130104
Local
0
588
290
771
4249
8755
5243
2924
8067
5895
3968
45
0
0
0
40793
Total
0
2663
7012
54823
143397
199931
161995
137798
99403
69955
160304
102369
35520
64592
0
1239756
Table 2-12b. Summary of 1996 heavy duty vehicle VMT distribution by functional class and speed
during PM peak (5 p.m.) for Chicago (miles/day).
Speed Range
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5 - 17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Freeway
0
497
0
139
1605
17864
18265
22543
23979
26617
34169
100051
11152
46197
0
303076
Highway
0
14
447
1785
8971
14848
21381
15184
9154
7479
3852
1002
0
0
0
84116
Vehicle
Arterial
0
161
823
4180
19132
44196
39067
26782
12657
5384
1733
64
0
0
0
154177
Miles
Collector
0
219
749
3948
12431
19290
9742
6603
6226
4599
1732
359
0
0
0
65897
Local
0
81
281
349
1556
4596
2957
1727
3927
3156
2010
23
0
0
0
20662
Total
0
972
2300
10401
43695
100794
91412
72839
55943
47235
43496
101499
11152
46197
0
627928
981120r2.wpd
Final Report — September 1998
-------
2-12
SYSTEMS APPLICA TIONS INTERN A TIONAL
Table 2-12c. Summary of 1996 heavy duty vehicle VMT distribution by functional class and speed
during OFF peak (1 p.m.) for Chicago (miles/day).
Speed Range
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5 - 17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Freeway
0
1096
0
9638
33052
36342
41647
52544
56644
57545
160665
110470
49079
59601
0
668322
Highway
0
29
389
3249
11492
31585
47975
35458
25315
18774
8763
2459
0
0
0
185488
Vehicle
Arterial
0
178
832
3645
28302
89381
92642
68733
37967
13472
4520
310
0
0
0
339980
Miles
Collector
0
275
538
3502
23195
47355
22996
16227
15323
11997
3836
66
0
0
0
145311
Local
0
368
373
367
2458
10383
6631
3595
9050
7459
4827
50
0
0
0
45561
Total
0
1946
2132
20401
98499
215046
211891
176557
144299
109247
182611
113355
49079
59601
0
1384662
Table 2-13a. Summary of 1996 light duty VMT fraction by functional class and speed during AM peak
(8 a.m.) for Chicago.
Speed Range
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5 - 17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Fraction of Total VMT
Freeway
0.0000
0.0004
0.0000
0.0114
0.0197
0.0196
0.0169
0.0271
0.0214
0.0144
0.0559
0.0334
0.0116
0.0147
0.0000
0.2464
Highway
0.0000
0.0001
0.0019
0.0072
0.0217
0.0353
0.0376
0.0260
0.0173
0.0127
0.0062
0.0020
0.0000
0.0000
0.0000
0.1680
Arterial
0.0000
0.0005
0.0031
0.0149
0.0573
0.1003
0.0869
0.0581
0.0240
0.0125
0.0024
0.0001
0.0000
0.0000
0.0000
0.3603
Collector
0.0000
0.0008
0.0028
0.0133
0.0368
0.0442
0.0242
0.0174
0.0164
0.0110
0.0039
0.0001
0.0000
0.0000
0.0000
0.1709
Local
0.0000
0.0007
0.0004
0.0011
0.0056
0.0124
0.0078
0.0048
0.0111
0.0066
0.0037
0.0001
0.0000
0.0000
0.0000
0.0544
Total
0.0000
0.0025
0.0082
0.0479
0.1411
1.1149
0.1733
0.1335
0.0903
0.0572
0.0721
0.0357
0.0116
0.0147
0.0000
1.0000
Final Report — September 1998
981120r2.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2-13
Table 2-13b. Summary of 1996 light duty VMT fraction by functional class and speed during PM peak
(5 p.m.) for Chicago.
Speed Range
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5 - 17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Fraction of Total VMT
Freeway
0.0000
0.0003
0.0000
0.0002
0.0017
0.0174
0.0194
0.0245
0.0242
0.0260
0.0302
0.0608
0.0064
0.0199
0.0000
0.2311
Highway
0.0000
0.0000
0.0011
0.0037
0.0190
0.0299
0.0428
0.0316
0.0185
0.0144
0.0071
0.0020
0.0000
0.0000
0.0000
0.1702
Arterial
0.0000
0.0005
0.0024
0.0106
0.0456
0.1034
0.0954
0.0649
0.0288
0.0133
0.0026
0.0001
0.0000
0.0000
0.0000
0.3677
Collector
0.0000
0.0007
0.0021
0.0112
0.0337
0.0499
0.0261
0.0185
0.0173
0.0114
0.0041
0.0002
0.0000
0.0000
0.0000
0.1752
Local
0.0000
0.0004
0.0005
0.0011
0.0048
0.0129
0.0085
0.0056
0.0110
0.0070
0.0037
0.0001
0.0000
0.0000
0.0000
0.0558
Total
0.0000
0.0019
0.0061
0.0269
0.1048
0.2136
0.1922
0.1452
0.0998
0.0721
0.0478
0.0633
0.0064
0.0199
0.0000
1.0000
Table 2-13c. Summary of 1996 light duty VMT fraction by functional class and speed during off-peak (1
).m.) for Chicago.
Speed Range
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5 - 17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Fraction of Total VMT
Freeway
0.0000
0.0004
0.0000
0.0043
0.0150
0.0182
0.0210
0.0260
0.0267
0.0255
0.0610
0.0407
0.0157
0.0149
0.0000
0.2694
Highway
0.0000
0.0000
0.0003
0.0024
0.0093
0.0276
0.0408
0.0338
0.0238
0.0171
0.0074
0.0022
0.0000
0.0000
0.0000
0.1647
Arterial
0.0000
0.0002
0.0007
0.0035
0.0260
0.0882
0.0962
0.0757
0.0397
0.0149
0.0037
0.0003
0.0000
0.0000
0.0000
0.3491
Collector
0.0000
0.0003
0.0006
0.0037
0.0260
0.0522
0.0266
0.0199
0.0177
0.0134
0.0040
0.0001
0.0000
0.0000
0.0000
0.1645
Local
0.0000
0.0005
0.0003
0.0003
0.0028
0.0128
0.0077
0.0049
0.0111
0.0075
0.0041
0.0001
0.0000
0.0000
0.0000
0.0523
Total
0.0000
0.0014
0.0019
0.0143
0.0791
0.1991
0.1922
0.1603
0.1189
0.0784
0.0803
0.0435
0.0157
0.0149
0.0000
1.0000
981120r2.wpd
Final Report — September 1998
-------
2-14
SYSTEMS APPLICA TIONS INTERN A TIONAL
Table 2-14a. Summary of 1996 heavy duty VMT fraction by functional class and speed during AM peak
(8 a.m.) for Chicago.
Speed Range
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5 - 17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Fraction of Total VMT
Freeway
0.0000
0.0008
0.0000
0.0190
0.0300
0.0288
0.0255
0.0417
0.0341
0.0256
0.1157
0.0808
0.0287
0.0521
0.0000
0.4827
Highway
0.0000
0.0001
0.0015
0.0065
0.0173
0.0291
0.0293
0.0192
0.0137
0.0103
0.0053
0.0016
0.0000
0.0000
0.0000
0.1340
Arterial
0.0000
0.0003
0.0021
0.0101
0.0417
0.0690
0.0572
0.0380
0.0162
0.0081
0.0025
0.0001
0.0000
0.0000
0.0000
0.2455
Collector
0.0000
0.0005
0.0017
0.0080
0.0233
0.0273
0.0144
0.0099
0.0097
0.0076
0.0026
0.0000
0.0000
0.0000
0.0000
0.1049
Local
0.0000
0.0005
0.0002
0.0006
0.0034
0.0071
0.0042
0.0024
0.0065
0.0048
0.0032
0.0000
0.0000
0.0000
0.0000
0.0329
Total
0.0000
0.0021
0.0057
0.0442
0.1157
0.1613
0.1307
0.1111
0.0802
0.0564
0.1293
0.0826
0.0287
0.0521
0.0000
1.0000
Table 2-14b. Summary of 1996 heavy duty VMT fraction by functional class and speed during PM peak
(5 p.m.) for Chicago.
Speed Range
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5 - 17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Fraction of Total VMT
Freeway
0.0000
0.0008
0.0000
0.0002
0.0026
0.0284
0.0291
0.0359
0.0382
0.0424
0.0544
0.1593
0.0178
0.0736
0.0000
0.4827
Highway
0.0000
0.0000
0.0007
0.0028
0.0143
0.0236
0.0341
0.0242
0.0146
0.0119
0.0061
0.0016
0.0000
0.0000
0.0000
0.1340
Arterial
0.0000
0.0003
0.0013
0.0067
0.0305
0.0704
0.0622
0.0427
0.0202
0.0086
0.0028
0.0001
0.0000
0.0000
0.0000
0.2455
Collector
0.0000
0.0003
0.0012
0.0063
0.0198
0.0307
0.0155
0.0105
0.0099
0.0073
0.0028
0.0006
0.0000
0.0000
0.0000
0.1049
Local
0.0000
0.0001
0.0004
0.0006
0.0025
0.0073
0.0047
0.0028
0.0063
0.0050
0.0032
0.0000
0.0000
0.0000
0.0000
0.0329
Total
0.0000
0.0015
0.0037
0.0166
0.0696
0.1605
0.1456
0.1160
0.0891
0.0752
0.0693
0.1616
0.0178
0.0736
0.0000
1.0000
Final Report — September 1998
981120r2.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2-15
Table 2-14c. Summary of 1996 heavy duty VMT fraction by functional class and speed during off-peak
(1 p.m.) for Chicago.
Speed Range
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5 - 17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Fraction of Total VMT
Freeway
0.0000
0.0008
0.0000
0.0070
0.0239
0.0262
0.0301
0.0379
0.0409
0.0416
0.1160
0.0798
0.0354
0.0430
0.0000
0.4827
Highway
0.0000
0.0000
0.0003
0.0023
0.0083
0.0228
0.0346
0.0256
0.0183
0.0136
0.0063
0.0018
0.0000
0.0000
0.0000
0.1340
Arterial
0.0000
0.0001
0.0006
0.0026
0.0204
0.0646
0.0669
0.0496
0.0274
0.0097
0.0033
0.0002
0.0000
0.0000
0.0000
0.2455
Collector
0.0000
0.0002
0.0004
0.0025
0.0168
0.0342
0.0166
0.0117
0.0111
0.0087
0.0028
0.0000
0.0000
0.0000
0.0000
0.1049
Local
0.0000
0.0003
0.0003
0.0003
0.0018
0.0075
0.0048
0.0026
0.0065
0.0054
0.0035
0.0000
0.0000
0.0000
0.0000
0.0329
Total
0.0000
0.0014
0.0015
0.0147
0.0711
0.1553
0.1530
0.1275
0.1042
0.0789
0.1319
0.0819
0.0354
0.0430
0.0000
1.0000
Table 2-15a. Light Duty Vehicle VMT distributions for Chicago in 1996 (miles/day).
Functional Class
Freeway
Arterial & Collector
Ramp
Local
1996 LDV VMT
47071489
59593980
4095213
6098846
1996 LDV VMT Fraction
0.40
0.51
0.04
0.05
Table 2-15b. Heavy Duty Vehicle VMT distributions for Chicago in 1996 (miles/day).
Functional Class
Freeway
Arterial & Collector
Ramp
Local
1996 HDV VMT
9928019
5642914
863738
529783
1996 HDV VMT Fraction
0.59
0.33
0.05
0.03
Table 2-15c. Total VMT distributions for Chicago in 1996 (miles/day).
Functional Class
Freeway
Arterial & Collector
Ramp
Local
1996 Total VMT
56999508
65236894
4958957
6628629
1996 Total VMT Fraction
0.43
0.49
0.04
0.05
Houston Transportation Model Data
Transportation model outputs for the Houston region were processed using DTIM2
to arrive at VMT distributions by functional class and speed. Three speed estimation
981120r2.wpd
Final Report — September 1998
-------
2-16 SYSTEMS APPLICA TIONS INTERN A TIONAL
procedures were evaluated in this analysis. DTIM2 speed processor output provided the
initial distributions, however these results appeared to be unreasonable, due to values of
capacities and freeflow speeds included in the network files. A revised set of capacities and
freeflow speeds were developed, based on values used in other cities, FHWA
recommendations, and engineering judgment. Table 2-16 summarizes these speed and
capacity assumptions, which produced somewhat better results from the DTEVI2 speed
processor. We then reran the model using the link-specific speeds originally provided by the
Houston-Galveston Area Council (HGAC) transportation model. This also resulted in
reasonable speeds, but failed to capture any variation in speed by time of day.
The VMT distributions by functional class and speed as calculated by the speed
processor (using the assumed capacities and freeflow speeds in Table 2-16) are summarized
in Table 2-17 for AM peak (7 a.m.), Midday (1 p.m.), PM peak (5 p.m.), and Overnight (10
p.m.) travel periods. The fractional VMT distributions for this run are provided in Table 2-
18. The fractional VMT distributions by functional class and speed using the speeds
produced by the HGAC transportation model are summarized in Table 2-19. In Table 2-19,
the speed distributions differ from those of Table 2-18, but the VMT allocation by facility
class for different times of day is unchanged. In Table 2-20, the overall distribution of VMT
by functional class has been remapped into the functional classes used in the Sierra speed
cycles. As with the Chicago results, ramp VMT has been calculated as 8.7 percent of
freeway VMT, based on the CDOT procedure. VMT distributions by functional class and
speed for all hours using the speed processor are provided in Appendix 2E, and hourly VMT
model output by functional class and speed using HGAC transportation speeds are provided
in Appendix 2F.
Table 2-16. Freeflow speeds (mph) and capacities for Houston.
Freeway Expressway Arterial Collector
Speed
Capacity
61
1750
49
1660
41
1400
41
1400
Local
25
10000
Final Report — September 1998 98ll20r2.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2-17
Table 2-17a. Summary of 2020 AM Peak (7 a.m.) VMT by functional class and speed for Houston using
speed processor (miles/day).
Speed Range
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Freeway
0
15060
45973
31427
26966
23502
37771
61283
104387
172218
395709
1822985
1226196
25136
14744
4003357
Expressway
0
0
0
0
0
0
0
1582
0
1096
6491
22570
0
0
0
31739
Vehicle Miles -
Arterial
0
2233
4958
10446
9296
18086
88668
694526
1318814
419284
545047
201017
286898
0
0
3599272
AM Peak (7 a.m.)
Collector
0
5979
0
0
884
292
3222
35969
2989
4023
80779
6231
42317
0
0
182684
Local
0
0
0
0
0
888859
0
0
160101
0
0
0
0
0
0
1048960
Total
0
23272
50931
41873
37146
930739
129660
793359
1586291
596621
1028027
2052803
1555410
25136
14744
8866012
Table 2-17b. Summary of 2020 Midday (1 p.m.) VMT by functional class and speed for Houston using
speed processor (miles/day).
Speed Range
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Freeway
0
0
0
0
0
20569
5973
7720
35000
28672
70314
681688
2066541
4832
28334
2949643
Vehicle
Miles - Midday (1
p.m.)
Expressway Arterial Collector
0
0
0
0
0
0
0
254
0
1076
4773
13244
0
0
0
19347
0
405
94
0
2346
6926
22745
435044
1056670
291357
421308
123973
260062
0
0
2620927
0
3128
1932
0
53
99
986
28353
962
134
51975
1721
31001
0
0
120342
Local
0
0
0
0
0
815934
0
0
139772
0
0
0
0
0
0
955706
Total
0
3533
2025
0
2399
843528
29703
471370
1232404
321239
548370
820626
2357604
4832
28334
6665965
981120r2.wpd
Final Report — September 1998
-------
2-18
SYSTEMS APPLICA TIONS INTERN A TIONAL
Table 2-17c. Summary of 2020 PM Peak (5 p.m.) VMT by functional class and speed for Houston using
speed processor (miles/day).
Speed Range
0.0 - 2.5
2.5 - 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Vehicle Miles - PM
Freeway
0
40328
19328
37612
32532
28383
111107
31885
70849
138444
263919
893947
1743590
25997
16152
3454072
Expressway
0
1945
0
0
0
0
0
173
0
0
4565
14715
0
0
0
21398
Arterial
0
52579
28473
21826
18235
33471
67263
435580
992053
319085
422125
156327
256274
0
0
2803290
Peak (5 P.M.)
Collector
0
6241
590
1252
310
0
1410
25626
2061
6095
58011
2391
38804
0
0
142789
Local
0
0
0
0
0
866111
0
1654
151609
0
0
0
0
0
0
1019374
Total
0
101094
48391
60690
51077
927965
179780
494917
1216572
463623
748619
1067380
2038668
25997
16152
7440921
Table 2-17d. Summary of 2020 Overnight (10 p.m.) VMT by functional class and speed for Houston
using speed processor (miles/day).
Speed Range
0.0 - 2.5
2.5 - 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Freeway
0
0
0
0
0
0
0
1063
1627
0
674
19432
1091633
2073
11266
1127768
Vehicle
Miles - Overnight
(10 p.m.)
Expressway Arterial Collector
0
0
0
0
0
0
0
273
0
0
2290
6145
0
0
0
8708
0
0
0
0
0
1013
0
146013
446211
117423
172792
53202
106366
0
0
1043021
0
0
0
0
0
0
0
11719
371
12
25710
718
13376
0
0
51905
Local
0
0
0
0
0
293082
0
0
52265
0
0
0
0
0
0
345346
Total
0
0
0
0
0
294095
0
159069
500473
117436
201466
79497
1211375
2073
11266
2576748
Final Report — September 1998
981120r2.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2-19
Table 2-18a. Summary of 2020 AM Peak ( 7 a.m.) VMT fractions by functional class and speed for
Houston using speed processor.
Speed Range
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Vehicle Miles - AM
Freeway
0.0000
0.0017
0.0052
0.0035
0.0030
0.0027
0.0043
0.0069
0.0118
0.0194
0.0446
0.2056
0.1383
0.0028
0.0017
0.4515
Expressway
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0002
0.0000
0.0001
0.0007
0.0025
0.0000
0.0000
0.0000
0.0036
Arterial
0.0000
0.0003
0.0006
0.0012
0.0010
0.0020
0.0100
0.0783
0.1487
0.0473
0.0615
0.0227
0.0324
0.0000
0.0000
0.4060
Peak (7 a.m.)
Collector
0.0000
0.0007
0.0000
0.0000
0.0001
0.0000
0.0004
0.0041
0.0003
0.0005
0.0091
0.0007
0.0048
0.0000
0.0000
0.0206
Local
0.0000
0.0000
0.0000
0.0000
0.0000
0.1003
0.0000
0.0000
0.0181
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.1183
Total
0.0000
0.0026
0.0057
0.0047
0.0042
0.1050
0.0146
0.0895
0.1789
0.0673
0.1160
0.2315
0.1754
0.0028
0.0017
1.0000
Table 2-18b. Summary of 2020 Midday (1 p.m.) VMT fractions by functional class and speed for
Houston using speed processor.
Vehicle Miles - Midday (1 p.m.)
Speed Range
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Freeway Expressway Arterial Collector
0.0000
0.0000
0.0000
0.0000
0.0000
0.0031
0.0009
0.0012
0.0053
0.0043
0.0105
0.1023
0.3100
0.0007
0.0043
0.4425
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0002
0.0007
0.0020
0.0000
0.0000
0.0000
0.0029
0.0000
0.0001
0.0000
0.0000
0.0004
0.0010
0.0034
0.0653
0.1585
0.0437
0.0632
0.0186
0.0390
0.0000
0.0000
0.3932
0.0000
0.0005
0.0003
0.0000
0.0000
0.0000
0.0001
0.0043
0.0001
0.0000
0.0078
0.0003
0.0047
0.0000
0.0000
0.0181
Local
0.0000
0.0000
0.0000
0.0000
0.0000
0.1224
0.0000
0.0000
0.0210
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.1434
Total
0.0000
0.0005
0.0003
0.0000
0.0004
0.1265
0.0045
0.0707
0.1849
0.0482
0.0823
0.1231
0.3537
0.0007
0.0043
1.0000
981120r2.wpd
Final Report — September 1998
-------
2-20
SYSTEMS APPLICA TIONS INTERN A TIONAL
Table 2-18c. Summary of 2020 PM Peak (5 p.m.) VMT fractions by functional class and speed for
Houston using speed processor.
Vehicle Miles - PM Peak (5 p.m.)
Speed Range
0.0 - 2.5
2.5 - 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Freeway Expressway Arterial Collector
0.0000
0.0054
0.0026
0.0051
0.0044
0.0038
0.0149
0.0043
0.0095
0.0186
0.0355
0.1201
0.2343
0.0035
0.0022
0.4642
0.0000
0.0003
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0006
0.0020
0.0000
0.0000
0.0000
0.0029
0.0000
0.0071
0.0038
0.0029
0.0025
0.0045
0.0090
0.0585
0.1333
0.0429
0.0567
0.0210
0.0344
0.0000
0.0000
0.3767
0.0000
0.0008
0.0001
0.0002
0.0000
0.0000
0.0002
0.0034
0.0003
0.0008
0.0078
0.0003
0.0052
0.0000
0.0000
0.0192
Local
0.0000
0.0000
0.0000
0.0000
0.0000
0.1164
0.0000
0.0002
0.0204
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.1370
Total
0.0000
0.0136
0.0065
0.0082
0.0069
0.1247
0.0242
0.0665
0.1635
0.0623
0.1006
0.1434
0.2740
0.0035
0.0022
1.0000
Table 2-18d. Summary of 2020 Overnight (10 p.m.) VMT fractions by functional class and speed for
Houston using speed processor.
Speed Range
0.0 - 2.5
2.5 - 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Freeway
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0004
0.0006
0.0000
0.0003
0.0075
0.4236
0.0008
0.0044
0.4377
Vehicle
Miles - Overnight
(10 p.m.)
Expressway Arterial Collector
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0001
0.0000
0.0000
0.0009
0.0024
0.0000
0.0000
0.0000
0.0034
0.0000
0.0000
0.0000
0.0000
0.0000
0.0004
0.0000
0.0567
0.1732
0.0456
0.0671
0.0206
0.0413
0.0000
0.0000
0.4048
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0045
0.0001
0.0000
0.0100
0.0003
0.0052
0.0000
0.0000
0.0201
Local
0.0000
0.0000
0.0000
0.0000
0.0000
0.1137
0.0000
0.0000
0.0203
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.1340
Total
0.0000
0.0000
0.0000
0.0000
0.0000
0.1141
0.0000
0.0617
0.1942
0.0456
0.0782
0.0309
0.4701
0.0008
0.0044
1.0000
Final Report — September 1998
981120r2.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2-21
Table 2-19a. Summary of 2020 AM Peak (7 a.m.) VMT fractions by functional class and speed for
Houston using HGAC transportation model speeds.
Speed Range
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Freeway
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0004
0.0007
0.0000
0.0002
0.0078
0.4373
0.0009
0.0042
0.4515
Fraction
Expressway
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0002
0.0000
0.0000
0.0009
0.0025
0.0000
0.0000
0.0000
0.0036
of Total VMT
Arterial
0.0000
0.0000
0.0000
0.0000
0.0000
0.0003
0.0000
0.0563
0.1726
0.0451
0.0683
0.0215
0.0418
0.0000
0.0000
0.4060
- AM Peak (7 a.m.)
Collector
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0045
0.0002
0.0000
0.0104
0.0003
0.0052
0.0000
0.0000
0.0206
Local
0.0000
0.0000
0.0000
0.0000
0.0000
0.1003
0.0000
0.0000
0.0181
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.1183
Total
0.0000
0.0000
0.0000
0.0000
0.0000
0.1006
0.0000
0.0614
0.1914
0.0451
0.0798
0.0322
0.4843
0.0009
0.0042
1.0000
Table 2-19b. Summary of 2020 Midday (1 p.m.) VMT fractions by functional class and speed for
Houston using HGAC transportation model speeds.
Speed Range
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Freeway
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0004
0.0006
0.0000
0.0002
0.0077
0.4286
0.0007
0.0043
0.4425
Fraction
Expressway
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0009
0.0020
0.0000
0.0000
0.0000
0.0029
of Total VMT -
Arterial
0.0000
0.0000
0.0000
0.0000
0.0000
0.0005
0.0000
0.0575
0.1684
0.0432
0.0649
0.0190
0.0396
0.0000
0.0000
0.3932
Midday (1 p.m.)
Collector
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0044
0.0001
0.0000
0.0086
0.0002
0.0047
0.0000
0.0000
0.0181
Local
0.0000
0.0000
0.0000
0.0000
0.0000
0.1224
0.0000
0.0000
0.0210
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.1434
Total
0.0000
0.0000
0.0000
0.0000
0.0000
0.1229
0.0000
0.0623
0.1901
0.0432
0.0746
0.0289
0.4730
0.0007
0.0043
1.0000
Table 2-19c. Summary of 2020 PM Peak (5 p.m.) VMT fractions by functional class and speed for
Houston using HGAC transportation model speeds.
981120r2.wpd
Final Report — September 1998
-------
2-22
SYSTEMS APPLICA TIONS INTERN A TIONAL
Speed Range
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Freeway
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0004
0.0006
0.0000
0.0003
0.0086
0.4487
0.0007
0.0050
0.4642
Fraction
Expressway
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0009
0.0020
0.0000
0.0000
0.0000
0.0029
of Total VMT -
Arterial
0.0000
0.0000
0.0000
0.0000
0.0000
0.0004
0.0000
0.0498
0.1531
0.0434
0.0689
0.0189
0.0421
0.0000
0.0000
0.3767
PM Peak (5 p.m.)
Collector
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0038
0.0001
0.0000
0.0094
0.0002
0.0057
0.0000
0.0000
0.0192
Local
0.0000
0.0000
0.0000
0.0000
0.0000
0.1164
0.0000
0.0000
0.0206
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.1370
Total
0.0000
0.0000
0.0000
0.0000
0.0000
0.1168
0.0000
0.0540
0.1744
0.0434
0.0795
0.0297
0.4965
0.0007
0.0050
1.0000
Table 2-19d. Summary of 2020 Overnight (10 p.m.) VMT fractions by functional class and speed for
Houston using HGAC transportation model speeds.
Speed Range
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Total
Fraction of Total VMT - Overnight
Freeway
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0004
0.0006
0.0000
0.0003
0.0075
0.4236
0.0008
0.0044
0.4377
Expressway
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0001
0.0000
0.0000
0.0009
0.0024
0.0000
0.0000
0.0000
0.0034
(10 p.m.)
Arterial Collector
0.0000
0.0000
0.0000
0.0000
0.0000
0.0004
0.0000
0.0567
0.1732
0.0456
0.0671
0.0206
0.0413
0.0000
0.0000
0.4048
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0045
0.0001
0.0000
0.0100
0.0003
0.0052
0.0000
0.0000
0.0201
Local
0.0000
0.0000
0.0000
0.0000
0.0000
0.1137
0.0000
0.0000
0.0203
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.1340
Total
0.0000
0.0000
0.0000
0.0000
0.0000
0.1141
0.0000
0.0617
0.1942
0.0456
0.0782
0.0309
0.4701
0.0008
0.0044
1.0000
Final Report — September 1998
981120r2.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL 2-25
Table 2-20. Overall VMT distributions for Houston in 2020 (miles/day).
Functional Class
Freeway
Arterial & Collector
Ramp
Local
2020 VMT
54357162
50073142
4729073
16366908
VMT Fraction
0.43
0.40
0.04
0.13
Charlotte Traffic Count Data
The traffic count databases obtained for Charlotte, N.C. were processed using the
FORTRAN program documented in Appendix 2A. Two sets of count data were received
from CDOT, only one of which had functional class identified. Therefore, the LNKNM
variable was used to match the functional class for each count location from one data set
with count locations in the other data set. Further, only counts on freeways, major arterials,
and minor arterials were available for this project. The VMT estimates for collectors, locals,
and ramps are estimated using procedures developed by CDOT (CDOT, 1997).
For collectors, VMT is estimated as a fraction of total VMT on major and minor
arterials. The fraction varies by area type and is drawn from the 1990 calibrated
transportation model (CDOT, 1997). These fractions are:
CBD 0.5 percent
Commercial 4.9 percent
Residential/Rural 12.9 percent.
Local street VMT was estimated by CDOT using local GIS data and then distributed
by area type using the following assumptions for fraction of total local VMT by area type
(CDOT, 1997):
CBD 1.6 percent
Commercial 12.9 percent
Residential/Rural 85.6 percent.
Total 1995 local street VMT was estimated by CDOT as 1,118,051 miles/day.
Ramp VMT was estimated as a fraction of freeway VMT, with area-specific fractions
developed by CDOT (CDOT, 1997):
CBD 19.4 percent
Commercial 8.7 percent
Residential/Rural 2.4 percent.
The CDOT procedures for estimating collector, local, and ramp VMT were combined with
the information derived from the count data to arrive at overall VMT distributions.
Count data were allocated by hour of day (based upon the 15-minute counts supplied
by CDOT) and then used in the BPR formula to calculate speed by hour by count site. Table
981120r2.wpd Final Report — September 1998
-------
2-24
SYSTEMS APPLICA TIONS INTERN A TIONAL
2-21 summarizes the hourly distributions by functional class derived from the count data.
Table 2-22 summarizes total link VMT calculated by hour and functional class.
Table 2-21. Hourly distributions of travel by functional class for Charlotte.
Hour
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
Total
0.0080
0.0046
0.0035
0.0030
0.0040
0.0112
0.0352
0.0708
0.0765
0.0538
0.0492
0.0537
0.0612
0.0623
0.0618
0.0674
0.0754
0.0866
0.0665
0.0460
0.0359
0.0294
0.0203
0.0137
Freeway
0.0076
0.0057
0.0074
0.0066
0.0126
0.0365
0.0691
0.0688
0.0511
0.0460
0.0474
0.0530
0.0568
0.0571
0.0676
0.0717
0.0805
0.0658
0.0456
0.0368
0.0376
0.0306
0.0241
0.0141
Major
0.0080
0.0046
0.0035
0.0029
0.0038
0.0106
0.0342
0.0701
0.0772
0.0543
0.0496
0.0540
0.0616
0.0627
0.0618
0.0670
0.0750
0.0868
0.0668
0.0463
0.0359
0.0294
0.0202
0.0137
Minor
0.0084
0.0051
0.0037
0.0032
0.0052
0.0147
0.0426
0.0797
0.0713
0.0494
0.0455
0.0500
0.0562
0.0586
0.0611
0.0707
0.0794
0.0865
0.0653
0.0446
0.0353
0.0286
0.0208
0.0139
Table 2-22. Distribution
Functional Class
Freeway
Major Arterial
Minor Arterial
Ramps
Collectors
Local
of link VMT by functional
VMT (miles/day)
1729473
5584962
1227056
150464
333789
1118051
class for Charlotte.
VMT Fractional Distribution
0.17
0.55
0.12
0.02
0.03
0.11
The hourly count estimates were used to arrive at VMT distributions by speed by
functional class. This procedure is very sensitive to the assumptions made for the number of
lanes, freeflow speed and capacity for each count site. Different assumptions for these
parameters were used for each area and functional class combination. Assumptions for
speeds and capacities are summarized in Tables 2-23 and 2-24, respectively. They are based
upon a combination of datasets that have been developed for other areas of the country,
FHWA assumptions in the Highway Capacity Manual, and engineering judgment. Freeflow
speeds were determined by using an assumed posted speed limit with the equations for space
mean speed as outlined in section 1 (Bowling et al, 1996). We assumed that freeways had on
average three lanes in each direction, major arterials had two lanes in each direction, and
minor arterials had one lane in each direction. We also ran the data through our programs
Final Report — September 1998
981120r2.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2-25
assuming that freeways had two lanes in each direction; this produced nearly identical results
to the first run. Table 2-25 summarizes the resulting VMT distributions by functional class
for the AM-peak (8 a.m.), PM-peak (5 p.m.), and off-peak (1 p.m.) periods.
Table 2-23. Freeflow speeds for Charlotte (mph).
Area Type CBD
Freeway
Major
Minor
62
32
32
CBD fringe
62
48
40
Residential
62
40
32
Commercial
62
48
40
Rural
62
40
32
Table 2-24. Capacity (vehicles per hour) for Charlotte.
Area Type
Freeway
Major
Minor
CBD
3500
1200
600
CBD fringe
3500
1600
550
Residential
3500
1600
550
Commercial
3500
1600
550
Rural
3500
1600
550
Table 2-25a. Summary of AM Peak (8 a.m.) VMT distributions by functional class
and speed for Charlotte.
Speed
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
72.5-77.5
Freeway
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
Major Arterial
0
0
0
0
0
0
0.1281
0
0.2838
0.0023
0.5858
0
0
0
0
0
Minor Arterial
0
0.0213
0
0
0.0213
0.0106
0.5319
0
0.4149
0
0
0
0
0
0
0
981120r2.wpd
Final Report — September 1998
-------
2-26
SYSTEMS APPLICA TIONS INTERN A TIONAL
Table 2-25b. Summary of PM Peak (5 p.m.) VMT distributions by functional class
and speed for Charlotte.
Speed
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
72.5-77.5
Freeway
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
Major Arterial
0
0
0
0
0
0
0.0092
0.0023
0.3364
0.0046
0.6476
0
0
0
0
0
Minor Arterial
0
0
0
0.0106
0.0319
0
0.5319
0
0.4255
0
0
0
0
0
0
0
Table 2-25c. Summary of Off-peak (1 p.m.) VMT distributions by functional class and
speed for Charlotte.
Speed
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
72.5-77.5
Freeway
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
Major Arterial
0
0
0
0
0
0
0.0709
0
0.341
0.0023
0.5858
0
0
0
0
0
Minor Arterial
0
0
0
0
0.0106
0
0.5
0.0106
0.4787
0
0
0
0
0
0
0
Overall, the distributions appear to underestimate congestion and overestimate
speeds for freeways. The results for major arterials appear reasonable. The VMT speed
distributions for minor arterials appear to overestimate congestion somewhat. The results
suggest that this method should be applied cautiously, and preferably local or link-level data
on the number of lanes, freeflow speeds, and capacities should be used. Table 2-26
summarizes the number of count sites in the Charlotte database for each functional class.
Final Report — September 1998
981120r2.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL 2-27
There were only four freeway sites, underscoring the possibility that limited data sets can
compromise the representativeness of data.
Table 2-26. Total number of count sites by functional class for Charlotte.
Counts
Freeway
4
Major
437
Minor
94
New York Traffic Count Data
The New York region traffic count databases were processed using procedures
similar to those described for Charlotte. As with Charlotte, a FORTRAN program (see
Appendix 2A) was used to develop VMT distributions by time of day, functional class, and
speed. Assumed freeflow speeds and capacities for each functional class were used for speed
calculations. Speed estimates were quite dependent upon these assumptions.
The hourly distributions of travel as calculated from count data are summarized in
Tables 2-27 and 2-28 for rural and urban count sites, respectively. Freeflow speed and
capacity assumptions are summarized in Table 2-29. These assumptions were used in
calculating the hourly congested speeds at each count site, based on hourly volumes and
functional class which were provided in the count databases. Table 2-30 provides total
calculated VMT by functional class, and the corresponding VMT fractions, on a daily basis.
Tables 2-31 and 2-32 summarize speed distributions by functional class for rural and urban
count sites during the AM peak (8 a.m.), PM peak (5 p.m.), and off-peak (1 p.m.) travel
periods. Table 2-33 presents the number of count sites for which data were available by
functional class and area type. Hourly speed distributions by functional class are provided in
Appendix 2H.
981120r2.wpd Final Report — September 1998
-------
2-28
SYSTEMS APPLICA TIONS INTERN A TIONAL
Table 2-27. Hourly distributions of travel by functional class for rural New York
Hour Interstate
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
0.0157
0.0117
0.0108
0.0105
0.0127
0.0215
0.0417
0.0591
0.0569
0.0554
0.0592
0.0616
0.0578
0.0578
0.0611
0.0662
0.0675
0.0638
0.0508
0.0422
0.0368
0.0323
0.026
0.0206
Principal
Arterial
0.0089
0.0051
0.0041
0.0043
0.0072
0.0184
0.0431
0.0622
0.0592
0.0551
0.0564
0.0593
0.0604
0.0608
0.0653
0.0747
0.079
0.0751
0.0576
0.043
0.0356
0.0298
0.0211
0.0143
Minor
Arterial
0.0072
0.0039
0.003
0.0031
0.0055
0.0159
0.0386
0.0599
0.0576
0.0554
0.0582
0.061
0.0621
0.0622
0.0671
0.0769
0.083
0.0772
0.0581
0.0451
0.0371
0.0296
0.0196
0.0126
Major
Collector
0.0069
0.0036
0.0028
0.0027
0.0049
0.0148
0.0391
0.0639
0.0583
0.0542
0.0558
0.059
0.0608
0.0603
0.0664
0.0779
0.0838
0.0798
0.061
0.0464
0.0379
0.0289
0.019
0.0121
Minor
Collector
0.0067
0.0035
0.0027
0.0025
0.0052
0.0159
0.0429
0.0647
0.0573
0.0517
0.0527
0.0566
0.0588
0.0581
0.0652
0.0792
0.0842
0.0809
0.0622
0.0487
0.0396
0.0296
0.0191
0.012
Local
0.0064
0.0033
0.0025
0.0021
0.004
0.0121
0.0338
0.0586
0.0543
0.0517
0.0546
0.0602
0.0642
0.0625
0.0677
0.0816
0.085
0.0799
0.0632
0.0507
0.0416
0.0299
0.0184
0.0117
Final Report — September 1998
981120r2.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2-29
Table 2-28. Hourly distributions of travel by functional class for urban New York
Hour
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
Interstate
0.0137
0.0093
0.0082
0.0086
0.0116
0.0251
0.0523
0.0742
0.07
0.054
0.049
0.0495
0.0499
0.0505
0.0553
0.0634
0.069
0.0687
0.0555
0.0445
0.0373
0.0327
0.0273
0.0205
Freeways &
Expressways
0.0152
0.009
0.0064
0.0062
0.0097
0.0213
0.0487
0.0713
0.07
0.0558
0.0483
0.0476
0.0481
0.0489
0.0543
0.0624
0.0677
0.0698
0.0597
0.049
0.0408
0.0361
0.0304
0.0232
Principal
Arterial
0.012
0.0071
0.005
0.0043
0.0058
0.0141
0.036
0.0589
0.0623
0.0542
0.0527
0.0565
0.0602
0.0593
0.0627
0.0687
0.0736
0.0739
0.0607
0.05
0.0415
0.0347
0.0263
0.0194
Minor
Arterial
0.0086
0.0049
0.0035
0.003
0.0046
0.0123
0.0335
0.0618
0.0647
0.0546
0.053
0.0584
0.0636
0.0618
0.066
0.0734
0.0782
0.0786
0.061
0.0484
0.0386
0.0313
0.0216
0.0147
Collector
0.0087
0.005
0.0034
0.003
0.0041
0.0105
0.0307
0.061
0.0653
0.0538
0.053
0.059
0.0651
0.0618
0.065
0.0737
0.0795
0.0789
0.0622
0.0506
0.0397
0.0309
0.0207
0.0145
Local
0.0097
0.0051
0.0034
0.003
0.0042
0.0118
0.0358
0.0666
0.0705
0.0539
0.0488
0.0524
0.0571
0.0554
0.0615
0.0722
0.0802
0.0821
0.0649
0.0503
0.0394
0.0319
0.0231
0.0166
Table 2-29. Freeflow speeds, capacities, and number of lanes for New York
Functional Class
Rural
Interstate System
Other Principal Arterial
Minor Arterial
Major Collector
Minor Collector
Local
Urban
Interstate System
Other Freeways and Expressways
Other Principal Arterial
Minor Arterial
Collector
Local
Freeflow Speed
71
62
52
40
32
32
62
48
40
32
32
32
Capacity
3500
1600
550
800
800
550
5250
2400
1600
600
800
550
# Lanes
2
2
1
1
1
1
3
o
6
2
1
1
1
Table 2-30. Distribution of link VMT by functional class for New York
981120r2.wpd
Final Report — September 1998
-------
2-30
SYSTEMS APPLICA TIONS INTERN A TIONAL
Functional Class
Rural
Interstate
Other Principal Arterial
Minor Arterial
Major Collector
Minor Collector
Local
Ramps
Urban
Interstate
Other Freeways and Expressways
Other Principal Arterial
Minor Arterial
Collector
Local
Ramps
VMT
4116370
10974453
15369426
1496244
11855440
29424596
358124
25368696
19505362
27778980
37607872
14566768
85913472
2207077
VMT Fractional Distribution
0.05
0.13
0.18
0.17
0.14
0.34
0.004
0.12
0.09
0.13
0.18
0.07
0.41
0.01
Table 2-31a.
New York.
Summary of AM Peak (8 a.m.) VMT distributions by functional class and speed for rural
Principal Minor Major Minor
Speed Interstate Arterial Arterial Collector Collector Local
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
72.5-77.5
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0.0032
0.0032
0.9936
0
0
0
0.002
0.006
0
0.002
0.002
0.002
0
0.002
0.002
0.004
0.978
0
0
0
0
0
0
0
0
0
0
0
0.0021
0
0.9979
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
Final Report — September 1998
981120r2.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2-31
Table 2-31b. Summary of PM Peak (5 p.m.) VMT distributions by functional class and speed for rural
New York.
Principal Minor Major Collector Minor
Speed Interstate Arterial Arterial Collector
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
72.5-77.5
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0.0032
0.9968
0
0
0
0.004
0.002
0.002
0
0.002
0.004
0
0.004
0.006
0.016
0.9599
0
0
0
0
0
0
0
0
0
0.0021
0
0
0.0021
0.9959
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
Local
0.0012
0
0
0
0
0
0.9988
0
0
0
0
0
0
0
0
0
Table 2-31c. Summary of off-peak (1 p.m.) VMT distributions by functional class and speed for rural
New York
Principal Minor Major Minor
Speed Interstate Arterial Arterial Collector Collector
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
72.5-77.5
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0.002
0.002
0
0.004
0.002
0.012
0.978
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
Local
0.0012
0
0
0
0
0.0012
0.9976
0
0
0
0
0
0
0
0
0
981120r2.wpd
Final Report — September 1998
-------
2-52 SYSTEMS APPLICA TIONS INTERN A TIONAL
Table 2-32a. Summary of AM Peak (8 a.m.) VMT distributions by functional class and speed for urban
New York.
Speed
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
72.5-77.5
Freeways & Principal Minor Arterial
Interstate Expressways Arterial Collector
0
0
0
0
0.0192
0.0064
0.0128
0.0192
0.0064
0.0192
0.0321
0.0641
0.8205
0
0
0
0.1116
0.0223
0.0134
0.0134
0.0045
0.0045
0.0045
0
0.0268
0.0536
0.7455
0
0
0
0
0
0.003
0
0.001
0.002
0
0.001
0.003
0.005
0.9849
0
0
0
0
0
0
0
0.0213
0.0085
0.0075
0.0085
0.0085
0.0043
0.9414
0
0
0
0
0
0
0
0
0
0.0029
0
0
0.0029
0
0
0.9942
0
0
0
0
0
0
0
0
0
Local
0.025
0.0058
0.0038
0
0.0019
0.0019
0.9616
0
0
0
0
0
0
0
0
0
Table 2-32b. Summary of PM Peak (5 p.m.) VMT distributions by functional class and speed for urban
New York
Speed
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
72.5-77.5
Freeways & Principal Minor
Interstate Expressways Arterial Arterial Collector
0
0
0
0.0064
0
0
0
0.0128
0.0064
0.0064
0.0064
0.0321
0.9295
0
0
0
0.067
0.0357
0.0268
0.0134
0.0134
0
0.0089
0.0089
0.0134
0.058
0.7545
0
0
0
0
0
0.002
0.002
0.002
0.001
0
0
0.004
0.0101
0.9788
0
0
0
0
0
0
0
0.0319
0.0117
0.0106
0.0085
0.0106
0.0224
0.9042
0
0
0
0
0
0
0
0
0
0.0029
0.0058
0.0029
0
0.0145
0.0058
0.968
0
0
0
0
0
0
0
0
0
Local
0.0307
0.0058
0.0058
0.0077
0.0058
0.0038
0.9405
0
0
0
0
0
0
0
0
0
Final Report —September 1998 98ll20r2.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2-33
Table 2-32c.
New York.
Summary of off-peak (1 p.m.) VMT distributions by functional class and speed for urban
Freeways & Principal
Speed Interstate Expressways Arterial
0.0- 2.5
2.5- 7.5
7.5-12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
72.5-77.5
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0.0446
0.0089
0.0268
0.0223
0.0089
0.0134
0.0089
0.0089
0.0223
0.0446
0.7902
0
0
0
0
0
0
0
0.002
0.001
0.001
0.001
0.002
0.0081
0.9849
0
0
0
0
0
0
0
Minor
Arterial Collector
0.0288
0.0106
0.0075
0.0096
0.0096
0.017
0.9169
0
0
0
0
0
0
0
0
0
0
0
0.0029
0.0116
0
0
0.9855
0
0
0
0
0
0
0
0
0
Local
0.0154
0.0019
0.0038
0.0077
0.0058
0
0.9655
0
0
0
0
0
0
0
0
0
Table 2-33. Total number of count sites by functional class for New York
Rural Counts
Urban Counts
Interstate
25
127
Principal
Arterial
274
152
Minor
Arterial
442
521
Major Collector Minor Collector
405 88
574 44
Local
13
19
981120r2.wpd
Final Report — September 1998
-------
2-34 SYSTEMS APPLICA TIONS INTERN A TIONAL
Final Report — September 1998 98ll20r2.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL 3-1
3 DEVELOPMENT OF NATIONAL DEFAULT
VMT AND SPEED DISTRIBUTIONS
In the preceding section, vehicle activity estimates derived from both traffic counts
and travel demand models were used to develop distributions of vehicle miles traveled
(VMT) by functional class, speed, and time of day for five urban areas. Although individual
areas used different sets of functional classes, the data were merged to the four functional
classes in MOBILE6: freeways; arterials and collectors; local roads; and ramps. The five
urban areas were: Chicago, IL; Houston, TX; Charlotte, NC; Ada County ID (Boise region);
and New York NY. In this section estimated national default distributions of VMT by
speed, functional class, and time of day are developed.
Results for Chicago, Houston, and Boise were obtained using travel demand model
outputs and the Caltrans Direct Travel Impact Model (DTEVI2). Results for Charlotte and
New York were based on traffic count data and a FORTRAN program developed for this
purpose (see Appendix 2A). Both methods produce hourly speed estimates based on the
level of congestion (ratio of volume to capacity), roadway type, and freeflow speed. In
addition to these five areas, VMT and speed statistics by functional class were also obtained
for three additional cities from chase car data collected by EPA and CARB, (Sierra
Research, 1997). These cities were: Baltimore, MD; Spokane WA; and Los Angeles CA.
To develop national default distributions, the area-specific results are extrapolated,
using the assumption that the cities for which distributions are available can be used as
surrogates or prototypes for other urban areas. The distributions for these eight areas, along
with Highway Performance Monitoring System VMT data (HPMS, 1995), provided a basis
for calculating a national default VMT weighting. Although the data from all eight cities are
summarized here, it was not possible to use data for all cities in developing national defaults
because of insufficient data to determine both functional class and temporal dependence of
volume and speed.
Table 3-1 summarizes the VMT distribution by functional class for all eight cities.
A similar distribution by time of day is shown in Table 3-2 for the four cities where
temporally resolved data were available. Some portion of the variability between cities in
the amount of VMT on different roadway types may result from differences in the
assignment of roads to functional classes. On an aggregate basis for an individual city, VMT
distributions and speeds do not show large variations by time of day. However, speed-
congestion relationships and relatively minor changes in the distribution of VMT between
freeway, arterial/collector, and local streets can have larger effects on emissions estimates.
Some variation is apparent in the average speeds by functional class by time of day for the
cities as displayed in Table 3-3. Figure 3-1 shows the speed distributions obtained for
Chicago freeways and arterials for the 5-6 a.m. and 7-8 a.m. periods. Here, significant
reductions in speed are apparent due to congestion increases during the morning peak period.
981130r2.doc Final Report — September 1998
-------
3-2
SYSTEMS APPLICATIONS INTERNATIONAL
Table 3-1. Fractional VMT by functional class for prototype cities.
CITIES
Spokane1
Baltimore2
Los Angeles3
Chicago
Houston
Charlotte
Boise
New York
FREEWAYS
0.21
0.34
0.44
0.43
0.43
0.17
0.26
0.21
ARTERIALS &
COLLECTORS
0.70
0.52
0.50
0.49
0.40
0.70
0.62
0.38
LOCALS
0.06
0.08
0.01
0.05
0.13
0.11
0.10
0.41
RAMPS4
0.02
0.05
0.06
0.04
0.04
0.01
0.02
0.01
'Sierra Report, 1997: Appendix A-3: Spokane Self-Weighting Chase Car Data
2Sierra Report, 1997: Appendix A-l: Baltimore Self-Weighting Chase Car Data
3Sierra Report, 1997: Appendix A-2: Los Angeles Self-Weighting Chase Car Data
"Ramp VMT was calculated as 8.7% of freeway VMT, based on CDOT, 1997.
Table 3-2. Fractional VMT by time of day for prototype cities.
CITIES
Chicago
AM peak (8 a.m.)
PM peak (5 p.m.)
Off Peak (1p.m.)
Houston
AM peak (7 a.m.)
PM peak (5 p.m.)
Off Peak (1p.m.)
Charlotte
AM peak (8 a.m.)
PM peak (5 p.m.)
Off Peak (1p.m.)
New York
AM peak (8 a.m.)
PM peak (5 p.m.)
Off Peak (1p.m.)
FREEWAYS
0.42
0.40
0.44
0.44
0.45
0.43
0.19
0.21
0.19
0.23
0.19
0.18
ARTERIALS &
COLLECTORS
0.49
0.51
0.47
0.41
0.38
0.40
0.79
0.77
0.79
0.34
0.38
0.41
LOCALS
0.05
0.05
0.05
0.11
0.13
0.14
N/A
N/A
N/A
0.41
0.42
0.40
RAMPS1
0.04
0.03
0.04
0.04
0.04
0.04
0.02
0.02
0.02
0.02
0.02
0.02
1Ramp VMT was calculated as 8.7% of freeway VMT, based on CDOT, 1997.
Final Report — September 1998
981130r2.doc
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
3-3
Table 3-3. Average speeds for prototype cities.
Freeways
AM Peak
Offpeak
PMPeak
Unspecified
Arterials &
Collectors
AM Peak
Offpeak
PMPeak
Unspecified
Locals
AM Peak
Offpeak
PMPeak
Unspecified
Ramps
AM Peak
Offpeak
PMPeak
Unspecified
Spokane i
59
25
16
37
Baltimore2
56
24
14
40
Los Angeless
45
20
12
29
Chicago
38
40
41
28
29
31
33
33
34
N/A
N/A
N/A
Houston
53
54
58
43
42
44
27
27
27
N/A
N/A
N/A
Charlotte
60
60
60
39
40
40
N/A
N/A
N/A
N/A
N/A
N/A
Boise
51
34
17
N/A
New York
49
51
52
33
32
33
29
29
29
N/A
N/A
N/A
'Sierra Report,
2Sierra Report,
3Sierra Report,
1997: Appendix A-3: Spokane Self-Weighting Chase Car Data
1997: Appendix A-1: Baltimore Self-Weighting Chase Car Data
1997: Appendix A-2: Los Angeles Self-Weighting Chase Car Data
981130r2.doc
Final Report — September 1998
-------
SYSTEMS APPLICATIONS INTERNATIONAL
0.6
0.5
0.4
0.3
• 6AM Freeway
D8AM Freeway
• 6AM Arterial
• SAM Arterial
0.2
0.1
ll
10 15 20 25
30 35 40
Speed (mph)
45 50 55 60 65
Figure 3-1. Speed distribution variation by functional class and time of day for Chicago.
Speeds by time of day were not available for the Spokane, Baltimore, and Los
Angeles chase car data, and. Further, ramp speeds could not be determined directly for the
five cities whose data are documented in section 2, since ramp volumes and city-specific
data on ramp speeds were not available.
METHODOLOGY
In order to develop estimates of national VMT by functional class, time of day, and
speed, the characteristics identified for the four cities for which hourly speeds could be
obtained as described in section 2 were assigned to urban areas throughout the country.
Urbanized area 1995 daily VMT by functional class were obtained from UPMS (1995), as
shown in Appendix 3 A. A "best-fit" procedure was used to select which of the four cities'
characteristic temporal and speed profiles would be assigned to each urban area. The basis
for this assignment was the relative amount of VMT accumulated on different functional
classes. UPMS-defmed functional classes were the following:
• Interstate
• Other freeways and expressways
• Other principal arterial
• Minor arterial
Final Report — September 1998
981130r2.doc
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
3-5
• Collector
• Local.
HPMS interstate and freeway/expressway classes were combined, as were arterial
and collector classes to provide VMT values corresponding to the MOBILE6 functional
classes. As per the method in section 2, ramp VMT was assumed to be 8.7 percent of
freeway VMT. Fractional VMT for the four functional classes was then calculated for each
urban area.
The temporal variation and speed distributions of VMT by functional class for either
Chicago, Houston, Charlotte, or New York were assigned to each HPMS urban area based
on which had a functional class VMT distribution that was most similar. Similarity was
determined by a "distance" calculation based on the sum of squares of the differences
between fractional VMT for each functional class. The sum of HPMS functional class VMT
values for all urban areas assigned to a particular prototype city was determined and was
used as the prototype city's weight in calculating national VMT distributions. The following
equation was used to calculate "distances" between the prototype cities and HPMS urban
areas:
"Distance" from HPMS urban area to prototype city =
((fracVMT_freewayHPMS) - (fracVMT_freewayproto.hpms))2 +
((fracVMT.art/colHpMs)- (fracVMT_art/colproto.hpms))2 +
((fracVMT_localHpMS)- (fracVMT_localproto.hpms))2 +
((fracVMT_rampHpMS) - (fracVMT_rampproto.hpms))2
where:
fracVMT
fracVMT
fracVMT_
fracVMT art/col
freeway hpms
freeway proto.hpms
art/col hpms
proto-hpms
fracVMT
fracVMT"
fracVMT"
fracVMT"
.local hpms
local proto.hpms
ramphpms
ramp proto.hpms
fraction of VMT
urban area
fraction of VMT
from HPMS
fraction of VMT
urban area
fraction of VMT
prototype city
fraction of VMT
fraction of VMT
fraction of VMT
fraction of VMT
by freeway class for HPMS
by freeway class for prototype city
by arterial/collector class for HPMS
by arterial/collector class for
by local class for HPMS urban area
by local class for prototype city
by ramp class for HPMS urban area
by ramp class for prototype city.
981130r2.doc
Final Report — September 1998
-------
3-6
SYSTEMS APPLICATIONS INTERNATIONAL
RESULTS
The assignment of HPMS functional class VMT to the four prototype cities is shown
in Table 3-4. The underlying "distance" calculation and assignment of urban areas to
prototype cities are shown in Appendix 3B. Chicago and New York were assigned the
largest amounts of VMT. Approximately 50 percent of total VMT occurs on arterials and
collectors, 34 percent on freeways, and 13 percent on local roads. Ramp VMT is estimated
as a percentage of freeway VMT. HPMS data include VMT accumulated by all vehicle
types. National summary data from HPMS (HPMS, 1995) show approximately 7.8 percent
of urban interstate VMT to be accumulated by buses, combination trucks, and single unit 6-
tire or more trucks, and approximately 4.1 percent of other urban VMT to be attributable to
these classes.
Table 3-4. Total HPMS VMT assigned to each prototype city (thousands).
Charlotte
Chicago
Houston
New York
Total
Freeways
87631
291757
395167
504841
1279396
Arterials &
Collectors
127404
749362
358956
626451
1862173
Locals
72689
165148
107253
142653
487743
Ramps
7623
25382
34379
43921
111307
Total
295348
1231650
895756
1317866
3740620
For emission calculations using MOBILE6, both the freeway and arterial/collector
functional classes are speed dependent, and default values for temporal distribution of travel
may be needed to estimate congestion and speeds in urban areas. In addition, distribution of
vehicle activity by time of day for all facility types is obviously needed for the preparation of
hourly emission estimates, and also if diurnal temperature variations are to be used in
estimating emissions. Table 3-5 and Figure 3-2 show the hourly distribution of VMT
derived as a weighted average of the four prototype city distributions, using the assigned
HPMS VMT values as weights. As no hourly data were available for local roadways in
Charlotte, the hourly traffic profile for minor arterials for that area was assumed to be
representative of locals. No hourly ramp data were available for any of the cities. It is
reasonable to assume that hourly ramp distributions are similar to those for freeways. The
distributions in this table can be used in conjunction with the methods described in section 2
to estimate hourly VMT and speed distributions based on daily traffic volumes from either
travel demand models or traffic count data. For national urban emissions estimation, the
national VMT totals by facility type in Table 3-4 can be multiplied by the corresponding
hourly fractions in Table 3-5 to obtain hourly VMT by facility type.
Final Report — September 1998
981130r2.doc
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
3-7
Table 3-5. Hourly distribution of national VMT by functional class.
Hour
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
Freeways
0.0135
0.0112
0.0108
0.0108
0.0130
0.0227
0.0652
0.0744
0.0648
0.0566
0.0546
0.0567
0.0576
0.0557
0.0584
0.0594
0.0750
0.0666
0.0432
0.0352
0.0296
0.0264
0.0216
0.0171
Arterials &
Collectors
0.0091
0.0070
0.0064
0.0063
0.0079
0.0162
0.0523
0.0739
0.0655
0.0549
0.0540
0.0595
0.0631
0.0580
0.0608
0.0662
0.0790
0.0764
0.0541
0.0411
0.0315
0.0263
0.0179
0.0126
Locals
0.0098
0.0076
0.0068
0.0066
0.0081
0.0159
0.0509
0.0733
0.0679
0.0548
0.0526
0.0577
0.0614
0.0573
0.0603
0.0653
0.0804
0.0782
0.0542
0.0407
0.0313
0.0264
0.0187
0.0136
n nft
n ny
l- 0.06-
>
1 0.05 -
Q
*g
o °-04~
'•Q
2
u- 0.03-
n n9
n m
Q
V
A
/ \
it \
// \
/ i
/ X
/(
//
//
/(
ii
/i
n
It
T*
//
*^^^ ^jt /
t
/ / >
M
'£* #f 1
/v-^^-^jlpj* •
K>K^^ ^^^
— • — Freeways
-*- Arterials & Collectors
- - » - - Locals
t
V I
\ »
V
\ \
\ \
\ \
\*
\ \
\ \
\ \
V \
\^ \
\\
\\
Vv
>*
^k.
^B
V
VK
x^>
a
'**~*-v->*
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
Hour
18 19 20 21 22 23 24
Figure 3-2. Hourly distributions of national VMT.
981130r2.doc
Final Report — September 1998
-------
3-8
SYSTEMS APPLICATIONS INTERNATIONAL
The hour-by-hour speed distributions for the four prototype cities were applied to the
HPMS functional class VMT values assigned to each city in order to develop national
average hourly speed distributions. These distributions are shown in Table 3-65. For
purposes of evaluation, this table includes the speed distributions calculated for local
roadways and ramps. Ramp speed distributions were assumed to be an average of arterial
and freeway speed distributions.
Table 3-6. National average hourly speed distributions.
Hourl
Hour 2
Speed (mph)
0.0-2.5
2.5-7.5
7.5 - 12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Speed (mph)
0.0-2.5
2.5-7.5
7.5 - 12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Freeways
0.0000
0.0002
0.0010
0.0000
0.0011
0.0012
0.0140
0.0119
0.0240
0.0302
0.2422
0.1208
0.5271
0.0233
0.0031
Freeways
0.0000
0.0013
0.0000
0.0000
0.0000
0.0010
0.0115
0.0097
0.0200
0.0241
0.2450
0.1285
0.5271
0.0287
0.0031
Art/Col
0.0001
0.0000
0.0000
0.0000
0.0087
0.0502
0.3303
0.1054
0.3306
0.0699
0.0733
0.0100
0.0211
0.0002
0.0000
Art/Col
0.0001
0.0000
0.0000
0.0000
0.0082
0.0496
0.3302
0.1057
0.3293
0.0696
0.0757
0.0101
0.0211
0.0004
0.0000
Locals
0.0000
0.0000
0.0007
0.0000
0.0042
0.2977
0.4230
0.0269
0.1414
0.0658
0.0396
0.0008
0.0000
0.0000
0.0000
Locals
0.0000
0.0000
0.0000
0.0000
0.0041
0.2945
0.4227
0.0265
0.1412
0.0679
0.0425
0.0007
0.0000
0.0000
0.0000
Ramps
0.0001
0.0001
0.0005
0.0000
0.0031
0.0149
0.1628
0.0502
0.1948
0.0456
0.1659
0.0682
0.2805
0.0117
0.0015
Ramps
0.0001
0.0006
0.0000
0.0000
0.0023
0.0146
0.1613
0.0492
0.1922
0.0425
0.1686
0.0720
0.2805
0.0145
0.0015
Table 3-6. National average hourly speed distributions (continued).
The speed distributions for freeways for hours 21 through 24 have been adjusted from their nominal
calculated values to address an observed anomaly arising from the New York expressway speed distributions. As
shown in Appendix 2H, as much as 7 percent of urban expressway VMT was estimated to occur in the lowest two
speed bins (less than 7.5 mph) during the last few hours before midnight. This is believed to be the result of either
miscoded volumes or unrealistic capacities. Adjusted freeway speed distributions these hours were calculated by
taking a weighted average of the distributions for hour 20 and hour 1. The weights used for these four hours were,
respectively: 0.7 and 0.3; 0.4 and 0.6; 0.2 and 0.8; and 0.1 and 0.9.
Final Report — September 1998
981130r2.doc
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
3-9
HourS
Hour 4
HourS
Speed (mph)
0.0-2.5
2.5-7.5
7.5 - 12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Speed (mph)
0.0-2.5
2.5-7.5
7.5 - 12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Speed (mph)
0.0-2.5
2.5-7.5
7.5 - 12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Freeways
0.0000
0.0003
0.0010
0.0000
0.0000
0.0008
0.0103
0.0086
0.0181
0.0206
0.2464
0.1321
0.5271
0.0313
0.0031
Freeways
0.0000
0.0013
0.0000
0.0000
0.0000
0.0008
0.0107
0.0081
0.0170
0.0199
0.2451
0.1341
0.5271
0.0328
0.0031
Freeways
0.0021
0.0003
0.0000
0.0010
0.0000
0.0010
0.0118
0.0100
0.0205
0.0224
0.2452
0.1274
0.5271
0.0280
0.0031
Art/Col
0.0000
0.0000
0.0000
0.0000
0.0080
0.0491
0.3306
0.1060
0.3298
0.0693
0.0755
0.0101
0.0211
0.0004
0.0000
Art/Col
0.0000
0.0000
0.0000
0.0000
0.0077
0.0489
0.3291
0.1060
0.3316
0.0692
0.0758
0.0101
0.0211
0.0005
0.0000
Art/Col
0.0000
0.0000
0.0000
0.0000
0.0082
0.0497
0.3286
0.1056
0.3311
0.0697
0.0756
0.0101
0.0211
0.0003
0.0000
Locals
0.0000
0.0000
0.0000
0.0000
0.0039
0.2921
0.4219
0.0262
0.1411
0.0695
0.0447
0.0006
0.0000
0.0000
0.0000
Locals
0.0000
0.0000
0.0000
0.0000
0.0039
0.2904
0.4214
0.0260
0.1410
0.0706
0.0462
0.0005
0.0000
0.0000
0.0000
Locals
0.0000
0.0000
0.0007
0.0000
0.0041
0.2950
0.4222
0.0266
0.1413
0.0675
0.0420
0.0007
0.0000
0.0000
0.0000
Ramps
0.0000
0.0001
0.0005
0.0000
0.0023
0.0145
0.1607
0.0488
0.1915
0.0407
0.1692
0.0738
0.2805
0.0158
0.0015
Ramps
0.0000
0.0006
0.0000
0.0000
0.0022
0.0143
0.1601
0.0484
0.1920
0.0402
0.1687
0.0748
0.2805
0.0165
0.0015
Ramps
0.0010
0.0001
0.0000
0.0005
0.0024
0.0147
0.1607
0.0493
0.1934
0.0416
0.1686
0.0715
0.2805
0.0141
0.0015
981130r2.doc
Final Report — September 1998
-------
3-10
SYSTEMS APPLICA TIONS INTERN A TIONAL
Table 3-6. National average hourly speed distributions (continued).
Hour 6
Hour 7
HourS
Speed (mph)
0.0-2.5
2.5-7.5
7.5 - 12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Speed (mph)
0.0-2.5
2.5-7.5
7.5 - 12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Speed (mph)
0.0-2.5
2.5-7.5
7.5 - 12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Freeways
0.0031
0.0003
0.0000
0.0010
0.0001
0.0011
0.0134
0.0124
0.0240
0.0267
0.2404
0.1226
0.5271
0.0246
0.0031
Freeways
0.0083
0.0272
0.0210
0.0224
0.0217
0.0381
0.0344
0.0536
0.0614
0.0700
0.2507
0.1150
0.2550
0.0200
0.0011
Freeways
0.0260
0.0066
0.0076
0.0156
0.0282
0.0326
0.0344
0.0361
0.0360
0.0435
0.2453
0.1729
0.3023
0.0118
0.0011
Art/Col
0.0000
0.0000
0.0000
0.0000
0.0085
0.0502
0.3271
0.1054
0.3324
0.0699
0.0752
0.0100
0.0211
0.0002
0.0000
Art/Col
0.0004
0.0052
0.0061
0.0053
0.0158
0.0854
0.3210
0.1382
0.2804
0.0595
0.0628
0.0103
0.0095
0.0002
0.0000
Art/Col
0.0036
0.0029
0.0059
0.0234
0.0735
0.1114
0.2842
0.0950
0.2633
0.0396
0.0698
0.0107
0.0168
0.0000
0.0000
Locals
0.0000
0.0000
0.0000
0.0007
0.0041
0.2971
0.4229
0.0269
0.1414
0.0662
0.0401
0.0008
0.0000
0.0000
0.0000
Locals
0.0020
0.0007
0.0015
0.0046
0.0082
0.3114
0.4001
0.0345
0.1354
0.0654
0.0354
0.0009
0.0000
0.0000
0.0000
Locals
0.0086
0.0071
0.0042
0.0082
0.0415
0.3101
0.3870
0.0349
0.1205
0.0490
0.0280
0.0009
0.0000
0.0000
0.0000
Ramps
0.0015
0.0001
0.0000
0.0005
0.0025
0.0149
0.1609
0.0504
0.1958
0.0438
0.1660
0.0691
0.2805
0.0124
0.0015
Ramps
0.0044
0.0178
0.0152
0.0153
0.0184
0.0476
0.1763
0.0888
0.1820
0.0613
0.1618
0.0654
0.1351
0.0101
0.0006
Ramps
0.0151
0.0047
0.0060
0.0152
0.0356
0.0486
0.1582
0.0645
0.1758
0.0441
0.1661
0.0950
0.1646
0.0059
0.0006
Final Report — September 1998
981130r2.doc
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
3-11
Table 3-6. National average hourly speed distributions (continued).
Hour 9
Hour 10
Hour 1 1
Speed (mph)
0.0-2.5
2.5-7.5
7.5 - 12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Speed (mph)
0.0-2.5
2.5-7.5
7.5 - 12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Speed (mph)
0.0-2.5
2.5-7.5
7.5 - 12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Freeways
0.0260
0.0033
0.0064
0.0057
0.0126
0.0281
0.0342
0.0349
0.0407
0.0369
0.2181
0.1066
0.4339
0.0098
0.0029
Freeways
0.0145
0.0096
0.0021
0.0022
0.0041
0.0166
0.0232
0.0373
0.0418
0.0449
0.2248
0.1190
0.4422
0.0147
0.0029
Freeways
0.0083
0.0086
0.0052
0.0032
0.0040
0.0163
0.0232
0.0364
0.0375
0.0420
0.2352
0.1170
0.4454
0.0148
0.0029
Art/Col
0.0033
0.0021
0.0032
0.0085
0.0436
0.1130
0.2914
0.1076
0.2835
0.0424
0.0719
0.0091
0.0205
0.0000
0.0000
Art/Col
0.0030
0.0015
0.0011
0.0015
0.0183
0.1001
0.2910
0.1246
0.3013
0.0535
0.0743
0.0094
0.0205
0.0000
0.0000
Art/Col
0.0030
0.0014
0.0005
0.0017
0.0181
0.1008
0.2898
0.1246
0.3015
0.0537
0.0751
0.0094
0.0205
0.0000
0.0000
Locals
0.0092
0.0055
0.0032
0.0034
0.0231
0.3207
0.3856
0.0367
0.1219
0.0584
0.0314
0.0008
0.0000
0.0000
0.0000
Locals
0.0053
0.0022
0.0040
0.0024
0.0113
0.3211
0.3891
0.0396
0.1218
0.0673
0.0353
0.0008
0.0000
0.0000
0.0000
Locals
0.0053
0.0009
0.0040
0.0011
0.0095
0.3193
0.3952
0.0396
0.1218
0.0673
0.0353
0.0008
0.0000
0.0000
0.0000
Ramps
0.0149
0.0028
0.0047
0.0059
0.0191
0.0469
0.1581
0.0651
0.1875
0.0411
0.1537
0.0604
0.2333
0.0049
0.0015
Ramps
0.0090
0.0057
0.0016
0.0017
0.0075
0.0373
0.1529
0.0711
0.1936
0.0482
0.1581
0.0668
0.2375
0.0074
0.0015
Ramps
0.0059
0.0051
0.0029
0.0024
0.0075
0.0376
0.1523
0.0707
0.1914
0.0468
0.1637
0.0657
0.2391
0.0074
0.0015
981130r2.doc
Final Report — September 1998
-------
3-12
SYSTEMS APPLICA TIONS INTERN A TIONAL
Table 3-6. National average hourly speed distributions (continued).
Hour 12
Hour 13
Hour 14
Speed (mph)
0.0-2.5
2.5-7.5
7.5 - 12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Speed (mph)
0.0-2.5
2.5-7.5
7.5 - 12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Speed (mph)
0.0-2.5
2.5-7.5
7.5 - 12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Freeways
0.0073
0.0034
0.0042
0.0098
0.0121
0.0244
0.0289
0.0327
0.0401
0.0392
0.2294
0.1011
0.4538
0.0108
0.0029
Freeways
0.0104
0.0023
0.0064
0.0087
0.0147
0.0281
0.0335
0.0328
0.0345
0.0354
0.2294
0.0964
0.4547
0.0099
0.0029
Freeways
0.0083
0.0075
0.0052
0.0043
0.0054
0.0182
0.0257
0.0381
0.0380
0.0421
0.2258
0.1118
0.4512
0.0154
0.0029
Art/Col
0.0034
0.0017
0.0021
0.0049
0.0344
0.1091
0.2894
0.1125
0.2932
0.0460
0.0735
0.0093
0.0205
0.0000
0.0000
Art/Col
0.0040
0.0021
0.0027
0.0078
0.0427
0.1134
0.2857
0.1083
0.2886
0.0427
0.0724
0.0091
0.0205
0.0000
0.0000
Art/Col
0.0038
0.0025
0.0020
0.0022
0.0216
0.1034
0.2834
0.1243
0.3020
0.0515
0.0736
0.0094
0.0205
0.0000
0.0000
Locals
0.0046
0.0032
0.0032
0.0035
0.0188
0.3174
0.3973
0.0351
0.1205
0.0620
0.0335
0.0008
0.0000
0.0000
0.0000
Locals
0.0053
0.0041
0.0039
0.0054
0.0236
0.3176
0.3903
0.0369
0.1214
0.0581
0.0325
0.0008
0.0000
0.0000
0.0000
Locals
0.0073
0.0022
0.0041
0.0032
0.0117
0.3205
0.3900
0.0380
0.1206
0.0669
0.0348
0.0008
0.0000
0.0000
0.0000
Ramps
0.0056
0.0026
0.0032
0.0067
0.0164
0.0440
0.1539
0.0654
0.1908
0.0433
0.1601
0.0577
0.2433
0.0054
0.0015
Ramps
0.0075
0.0023
0.0045
0.0072
0.0200
0.0472
0.1546
0.0643
0.1867
0.0405
0.1596
0.0554
0.2438
0.0050
0.0015
Ramps
0.0064
0.0052
0.0037
0.0031
0.0094
0.0395
0.1500
0.0715
0.1922
0.0463
0.1583
0.0632
0.2420
0.0077
0.0015
Final Report — September 1998
981130r2.doc
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
3-13
Table 3-6. National average hourly speed distributions (continued).
Hour 15
Hour 16
Hour 17
Speed (mph)
0.0-2.5
2.5-7.5
7.5 - 12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Speed (mph)
0.0-2.5
2.5-7.5
7.5 - 12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Speed (mph)
0.0-2.5
2.5-7.5
7.5 - 12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Freeways
0.0114
0.0065
0.0052
0.0023
0.0039
0.0206
0.0279
0.0358
0.0383
0.0517
0.2147
0.1151
0.4484
0.0154
0.0029
Freeways
0.0156
0.0075
0.0034
0.0042
0.0081
0.0272
0.0324
0.0363
0.0315
0.0390
0.2124
0.0644
0.5000
0.0148
0.0033
Freeways
0.0156
0.0411
0.0225
0.0199
0.0284
0.0316
0.0500
0.0488
0.0446
0.0555
0.2223
0.1092
0.2957
0.0144
0.0003
Art/Col
0.0041
0.0024
0.0020
0.0034
0.0249
0.1049
0.2844
0.1215
0.2986
0.0489
0.0751
0.0093
0.0205
0.0000
0.0000
Art/Col
0.0052
0.0027
0.0032
0.0085
0.0450
0.1151
0.2822
0.1024
0.2835
0.0419
0.0777
0.0096
0.0230
0.0000
0.0000
Art/Col
0.0049
0.0165
0.0087
0.0222
0.0652
0.1222
0.2809
0.0959
0.2557
0.0405
0.0651
0.0095
0.0125
0.0000
0.0000
Locals
0.0079
0.0038
0.0052
0.0024
0.0121
0.3213
0.3889
0.0369
0.1197
0.0666
0.0344
0.0008
0.0000
0.0000
0.0000
Locals
0.0079
0.0061
0.0045
0.0064
0.0284
0.3199
0.3766
0.0419
0.1213
0.0558
0.0301
0.0009
0.0000
0.0000
0.0000
Locals
0.0106
0.0050
0.0057
0.0107
0.0359
0.3135
0.3839
0.0395
0.1166
0.0507
0.0271
0.0009
0.0000
0.0000
0.0000
Ramps
0.0081
0.0046
0.0038
0.0026
0.0096
0.0411
0.1513
0.0696
0.1910
0.0504
0.1535
0.0647
0.2406
0.0077
0.0015
Ramps
0.0108
0.0053
0.0034
0.0050
0.0177
0.0475
0.1521
0.0621
0.1824
0.0420
0.1546
0.0398
0.2684
0.0074
0.0016
Ramps
0.0107
0.0328
0.0162
0.0190
0.0354
0.0541
0.1637
0.0689
0.1714
0.0507
0.1497
0.0621
0.1579
0.0072
0.0002
981130r2.doc
Final Report — September 1998
-------
3-14
SYSTEMS APPLICA TIONS INTERN A TIONAL
Table 3-6. National average hourly speed distributions (continued).
Hour 18
Hour 19
Hour 20
Speed (mph)
0.0-2.5
2.5-7.5
7.5 - 12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Speed (mph)
0.0-2.5
2.5-7.5
7.5 - 12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Speed (mph)
0.0-2.5
2.5-7.5
7.5 - 12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Freeways
0.0187
0.0113
0.0046
0.0110
0.0183
0.0261
0.0488
0.0383
0.0314
0.0534
0.2235
0.1237
0.3736
0.0160
0.0014
Freeways
0.0176
0.0064
0.0010
0.0024
0.0034
0.0155
0.0191
0.0315
0.0357
0.0515
0.2134
0.0674
0.5178
0.0141
0.0031
Freeways
0.0135
0.0043
0.0031
0.0010
0.0012
0.0094
0.0177
0.0258
0.0264
0.0550
0.2060
0.0980
0.5209
0.0145
0.0031
Art/Col
0.0055
0.0071
0.0082
0.0219
0.0675
0.1169
0.2771
0.0915
0.2637
0.0394
0.0712
0.0106
0.0194
0.0000
0.0000
Art/Col
0.0043
0.0024
0.0016
0.0038
0.0255
0.1005
0.2849
0.1205
0.2996
0.0497
0.0761
0.0100
0.0211
0.0001
0.0000
Art/Col
0.0038
0.0021
0.0018
0.0014
0.0115
0.0734
0.2923
0.1219
0.3170
0.0641
0.0794
0.0100
0.0211
0.0001
0.0000
Locals
0.0112
0.0100
0.0036
0.0107
0.0396
0.3150
0.3786
0.0421
0.1138
0.0480
0.0265
0.0009
0.0000
0.0000
0.0000
Locals
0.0106
0.0050
0.0007
0.0046
0.0213
0.3165
0.3815
0.0433
0.1229
0.0616
0.0312
0.0009
0.0000
0.0000
0.0000
Locals
0.0099
0.0007
0.0025
0.0032
0.0080
0.3132
0.3929
0.0320
0.1385
0.0635
0.0349
0.0009
0.0000
0.0000
0.0000
Ramps
0.0125
0.0103
0.0061
0.0128
0.0294
0.0481
0.1609
0.0612
0.1726
0.0489
0.1558
0.0702
0.2023
0.0080
0.0007
Ramps
0.0113
0.0046
0.0013
0.0027
0.0095
0.0370
0.1460
0.0651
0.1919
0.0506
0.1540
0.0415
0.2758
0.0071
0.0015
Ramps
0.0090
0.0034
0.0026
0.0013
0.0044
0.0263
0.1477
0.0622
0.1923
0.0564
0.1514
0.0567
0.2774
0.0073
0.0015
Final Report — September 1998
981130r2.doc
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
3-15
Table 3-6. National average hourly speed distributions (continued).
Hour 21
Hour 22
Hour 23
Speed (mph)
0.0-2.5
2.5-7.5
7.5 - 12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Speed (mph)
0.0-2.5
2.5-7.5
7.5 - 12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Speed (mph)
0.0-2.5
2.5-7.5
7.5 - 12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Freeways
0.0095
0.0031
0.0025
0.0007
0.0012
0.0069
0.0166
0.0216
0.0257
0.0476
0.2169
0.1048
0.5228
0.0171
0.0031
Freeways
0.0054
0.0018
0.0018
0.0004
0.0011
0.0045
0.0155
0.0175
0.0250
0.0401
0.2277
0.1117
0.5246
0.0198
0.0031
Freeways
0.0027
0.0010
0.0014
0.0002
0.0011
0.0028
0.0147
0.0147
0.0245
0.0352
0.2350
0.1162
0.5259
0.0215
0.0031
Art/Col
0.0037
0.0017
0.0012
0.0019
0.0103
0.0558
0.3040
0.1067
0.3309
0.0702
0.0824
0.0100
0.0211
0.0001
0.0000
Art/Col
0.0036
0.0018
0.0009
0.0012
0.0109
0.0530
0.3056
0.1064
0.3320
0.0707
0.0827
0.0100
0.0211
0.0001
0.0000
Art/Col
0.0034
0.0009
0.0007
0.0015
0.0104
0.0531
0.3065
0.1064
0.3325
0.0706
0.0829
0.0100
0.0211
0.0001
0.0000
Locals
0.0073
0.0026
0.0007
0.0000
0.0096
0.2999
0.4095
0.0273
0.1416
0.0638
0.0368
0.0009
0.0000
0.0000
0.0000
Locals
0.0079
0.0007
0.0020
0.0007
0.0063
0.3036
0.4085
0.0273
0.1416
0.0638
0.0368
0.0009
0.0000
0.0000
0.0000
Locals
0.0053
0.0020
0.0013
0.0013
0.0076
0.3019
0.4102
0.0273
0.1416
0.0638
0.0368
0.0009
0.0000
0.0000
0.0000
Ramps
0.0068
0.0052
0.0017
0.0011
0.0038
0.0181
0.1517
0.0555
0.1986
0.0516
0.1551
0.0636
0.2784
0.0069
0.0015
Ramps
0.0052
0.0042
0.0026
0.0022
0.0058
0.0174
0.1527
0.0534
0.2007
0.0494
0.1573
0.0616
0.2789
0.0070
0.0015
Ramps
0.0056
0.0053
0.0015
0.0014
0.0039
0.0171
0.1547
0.0548
0.1999
0.0494
0.1573
0.0616
0.2789
0.0070
0.0015
981130r2.doc
Final Report — September 1998
-------
3-16
SYSTEMS APPLICA TIONS INTERN A TIONAL
Table 3-6. National average hourly speed distributions (concluded).
Hour 24
Speed (mph)
0.0-2.5
2.5-7.5
7.5 - 12.5
12.5-17.5
17.5-22.5
22.5-27.5
27.5-32.5
32.5-37.5
37.5-42.5
42.5-47.5
47.5-52.5
52.5-57.5
57.5-62.5
62.5-67.5
67.5-72.5
Freeways
0.0014
0.0006
0.0012
0.0001
0.0011
0.0020
0.0144
0.0133
0.0242
0.0327
0.2386
0.1185
0.5265
0.0224
0.0031
Art/Col
0.0030
0.0013
0.0016
0.0018
0.0103
0.0528
0.3057
0.1061
0.3327
0.0704
0.0831
0.0100
0.0211
0.0001
0.0000
Locals
0.0046
0.0020
0.0013
0.0007
0.0076
0.3002
0.4127
0.0273
0.1416
0.0641
0.0372
0.0009
0.0000
0.0000
0.0000
Ramps
0.0059
0.0029
0.0020
0.0016
0.0034
0.0170
0.1532
0.0538
0.2014
0.0509
0.1566
0.0630
0.2789
0.0080
0.0015
Final Report — September 1998
981130r2.doc
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL R-l
REFERENCES
Caltrans, 1993. "1991 Statewide Travel Survey." Prepared by the California Department of
Transportation, Office of Traffic Improvement. December 1993.
CDOT, 1997. "Charlotte Travel Demand Models Vehicle Miles Traveled." Draft Report
prepared by the Charlotte Department of Transportation. Charlotte, NC. July, 1997.
Dowling, 1994. "Technical Memorandum 8-1 User's Guide for Speed Processor." Prepared
for the California Department of Transportation by Richard Dowling, Dowling
Associates, June 14, 1994.
Dowling et al, 1996. "Planning Techniques to Estimate Speeds and Service Volumes,"
Report prepared for National Cooperative Highway Research Program by Dowling
Associates, Barton Aschman Associates, Kittleson Associates, and Deakin, Harvey,
Skabardonis. NCHRP 387, September 1996.
Fieber et al, 1994. "DTJJVI2 User's Guide." Prepared for the California Department of
Transportation by ICF Kaiser, San Rafael, California. June 30, 1994. SYSAPP94-
94/051.
HPMS, 1995. "Urbanized Area Summaries: Mileage and Daily Vehicle-Miles of Travel"
(Table HM-71), and "Highway Usage and Performance: Vehicle Miles of Travel by
Highway Category, Vehicle Type, and Related Data" (Table VM-1), Internet address:
http://www.fhwa.dot.gov/ohim/1994/section5.htm
Janik, Dale A., 1997. "Enhancing the Highway Performance Monitoring System in
Northeastern and Southeastern Illinois: An Assessment of the State of the VMT
Estimating Practice in Illinois." In Transportation Planning and Air Quality Ill-
Emerging Strategies and Working Solutions., Conference Proceedings, August 17-20,
1997, Lake Tahoe, California, American Society of Civil Engineers, Reston,
Virginia, pp 10-18.
SAI, 1998. "Guidance for the Development of Facility Type VMT and Speed Distributions."
Final Report SYSAPP-98/32r, Systems Applications International, Inc., San Rafael,
California, September 1998.
Sierra Research, 1997. "Development of Speed Correction Cycles." Prepared for U.S. EPA
by Sierra Research, Sacramento, California. April 30, 1997. Report No. SR97-04-01.
Stopher, Peter R., and Haoquiang Fu, 1997. "Feasible Improvements to Travel-Forecasting
Procedures for Air Quality Analysis." In Transportation Planning and Air Quality
III—Emerging Strategies and Working Solutions., Conference Proceedings, August
17-20, 1997, Lake Tahoe, California, American Society of Civil Engineers, Reston,
Virginia, pp 19-27.
98llrefr2.wpd Final Report — September 1998
-------
R-2 SYSTEMSAPPLICA TIONSINTERNA TIONAL
Suhrbier, John, etal., 1997. "Improved Transportation Air Quality Analysis
Methodologies." In Transportation Planning and Air Quality III—Emerging
Strategies and Working Solutions., Conference Proceedings, August 17-20, 1997,
Lake Tahoe, California, American Society of Civil Engineers, Reston, Virginia, pp
71-85.
Final Report — September 1998 98llrefr2.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL 2A-1
APPENDIX 2A
SOURCE CODE LISTING FOR PROGRAMS
USED TO CALCULATE VMT DISTRIBUTIONS
FOR NEW YORK AND CHARLOTTE
Note: With the exception of subroutines VMT.F and RDCOUNT.F, essentially the same
code was used for each city. Therefore, only the code for New York is presented in this
Appendix. The main differences in the version of VMT.F for New York are the number
of functional classes and DATA statements for free-flow speed and capacities. The
New York version has been modularized further to make modification to the program
easier. Electronic versions of the source code used for both cities have been provided
to EPA.
98llap2A.wpd Final Report — September 1998
-------
24-2 SYSTEMSAPPLICA TIONSINTERNA TIONAL
Final Report — September 1998 98llap2A.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL 2A-3
**********************************************************
PROGRAM vmt
* vmt.f by Stuart Malkin
* 9/18/97 for SAI
*
* This program reads in New York hourly count data
* and calculates the hourly distribution of travel by functional class;
* total VMT(Vehicle Miles Traveled) per day as a function of functional
* class (freeway, major arterial, minor arterial); and the hourly,
* am peak, pm peak, and off-peak speed distribution by functional
* class. In addition, output is separated by area type into two
* categories: Urban and Rural.
* Note that this program was developed for the New York traffic count
* data base. It was necessary to hard-code several variables in the
* include file 'vmt.inc'. The following DATA statement variables may need
* to be adjusted to apply this program to other data sets: heading,
* Inklen, c, and sf. Modify the subroutine rdcount.f, which reads in
* the count data as needed.
c All variables must be declared
implicit none
c Variables are declared in the include file: vmt.inc
include 'vmt.inc'
* Read from standard input and open files
write(*,*) 'Count (input) file ?'
read (*,'(a)') nmfile
write(*,*) nmfile
open(30,file=nmfile,status='old')
write(*,*) 'Output file ?'
read (*,'(a)') nmfile
write(*,*) nmfile
open(40,file=nmfile,status='unknown')
*
* Call subroutines
c Read count data
call rdcount
c Calculate hourly distribution of traffic volume
call volcalc
c Write out hourly distribution data
call wrtvol
c Calculate daily VMT
call vmtcalc
c Write out daily VMT
call wrtvmt
c Estimate VMT distributions by calculating speed distributions
c using the BPR curves (NCHRP 3-55(2), 1996).
call spdcalc
c Write out speed distributions
call wrtspd
*
close (40)
end
**********************************************************
subroutine rdcount
98llap2A.wpd Final Report — September 1998
-------
2A-4 SYSTEMSAPPLICA TIONSINTERNA TIONAL
* rdcount.f by Stuart Malkin
implicit none
include 'vmt.inc'
* Initialize a few variables and counters
do i=l,MXSTA
FUNCLA(i)=0
enddo
count=l
countvmt=l
* Read in data as a string until EOF
45 continue
read(30,'(a)',end=888,err=900) string
goto 50
c Indicates problem reading data
900 STOP 'ERROR IN READING RAW DATA'
c Parse string to look for New York TF3 record
50 if (string(17:17).eq.'1') then
read(string(42:43),'(12)') FUNCLA(count)
if (FUNCLA(count) .eq. 0) then
write (*,*) 'FUNCLA(count)=0, count',FUNCLA(count),count
endif
goto 45
elseif (string(17:17).eq.'2') then
goto 45
elseif (string(17:17).eq.'3') then
if (FUNCLA(count) .gt.0 .and. FUNCLA(count) .It. 20) then
c For New York, we don't care about compass direction
c if (string(24:24).eq.'1') then
c readtstring,1200) (volhr(count,j),j=1,24)
c count = count + 1
c elseif (string(24:24).eq.'2') then
c readtstring,1200) (volhr(count,j),j=1,24)
c write (*,*)'count',count
c count = count + 1
c else
readtstring,1200) (volhr(count,j),j=l,24)
count = count + 1
goto 45
else
write(*,*)'INVALID FUNCLA(count),count',FUNCLA(count),count
endif
goto 45
else
print*, 'ERROR: Invalid card code or FUNCLA: ',string
goto 45
endif
c The ubiquitous format statement
1200 format(39x,2414)
888 continue
count=count-l
write (*,*) 'END of READ--count',count
c Return to main vmt.f
return
end
Final Report — September 1998 98llap2A.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL 2A-5
98llap2A.wpd Final Report — September 1998
-------
2A-6 SYSTEMSAPPLICA TIONSINTERNA TIONAL
******************************************************************
subroutine volcalc
*****************************************************************
* by Stuart Malkin for SAI 9/17/97
* volcalc.f calculates the hourly volume for each facility class.
implicit none
include 'vmt.inc'
* Initialize variables
do hr=l,24
tsumvolhr(hr)=0
tfraction(hr)=0.
do j=l,MFAC
sumvolhr(j,hr)=0
sumvol(j)=0
class (j)=0
fraction(j,hr)=0.
enddo
enddo
do 1=1,count
dysumvol(i)=0
enddo
tsumvol=0
sumclass=0
*
* Calculate sum of hourly volume by facility class(sumvolhr), sum of daily
volu
* me for each location(dysumvol), sum of volume for each facility
* class(sumvol), sum of volume for each hour(tsumvolhr), sum of total daily
* volume(tsumvol)
do 1=1,count
do hr=l,24
c Check again to make sure functional class is recognized
if (FUNCLA(i).lt.1 .or. FUNCLA(i).gt.19) then
write (*,*) 'FUNCLA -bad '
write (*,*) 'FUNCLA(i),i',FUNCLA(i),i
STOP 'ERROR on FUNCLA'
endif
sumvolhr(FUNCLA(i),hr)=sumvolhr(FUNCLA(i),hr)+volhr(i,hr)
dysumvol(i)=dysumvol(i)+volhr(i,hr)
sumvol(FUNCLA(i))=sumvol(FUNCLA(i))+volhr(i,hr)
c write(*,*) 'sumvolhr(FUNCLA(i),hr)',sumvolhr(FUNCLA(i),hr)
c write(*,*) 'sumvol(FUNCLA(i))',sumvol(FUNCLA(i))
c write(*,*) 'FUNCLA(i),i,hr',FUNCLA(i),i,hr
tsumvolhr(hr)=tsumvolhr(hr)+volhr(i,hr)
tsumvol=tsumvol+volhr(i,hr)
enddo
Class(FUNCLA(i))=class(FUNCLA(i))+1
enddo
do j=l,MFAC
sumclass=sumclass+class(j)
enddo
*
* Calculate fractions by dividing sum of hourly and daily volume by
functional
* type by total hourly and daily volume
do j=l,24
Final Report — September 1998 98llap2A.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL 2A-7
do i=l,MFAC
fraction(i,j)=float(sumvolhr(i,j))/float(sumvol(i))
enddo
tfraction(j)=float(tsumvolhr(j))/float(tsumvol)
enddo
return
end
98llap2A.wpd Final Report — September 1998
-------
2A-8 SYSTEMSAPPLICA TIONSINTERNA TIONAL
subroutine wrtvol
c wrtvol.f writes the hourly and total volume for each facility class.
implicit none
include 'vmt.inc'
write(40,' (a50) ') 'Distribution of volume by hour by facility type'
write(40,3000)'Hour ',(heading(i),1=1,12)
do j=l,24
write(40,3010) j ,(fraction(heading(i),j),1=1,12)
write(*,*) j,(fraction(heading(i),j),1=1,12)
enddo
write(40,*)''
write(40, ' (a!2) ') 'Sample size'
write(40,'(a5,Ix,12(3x,12,3x))') 'Total',(heading(i),1=1,12)
write(40,'(2x,14,12(2x,14,2x))'),count,(class(heading(i)),1=1,12)
write (40, *) ' '
write(40,' (a37) ')'Distribution of total volume by hour '
write(40,3020)'Hour ','Total volume '
do j=l,24
write(40,3030) j,tfraction(j)
write(*,*) j,tfraction(j)
enddo
3000 format(a5,lx,12(3x,12,3x))
3010 format(2x,12,2x,12(Ix,f6.4,Ix))
3020 format(a5,Ix,al3)
3030 format(2x,12,2x,6x,f6.4,Ix)
return
end
Final Report — September 1998 98llap2A.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL 2A-9
******************************************************************
subroutine vmtcalc
****************************************************************
c vmtcalc.f by Stuart Malkin for SAI 9/17/97
implicit none
include 'vmt.inc'
* initialize vmt variables
do i=l,MFAC
vmt2(i)=0.
do j=l,24
vmthr(i,j)=0.
enddo
enddo
calculate vmt and average volume for each day and hour by facility class
do i=l,MFAC
vmt2(i)=float(sumvol(i))
1 *LNKLEN(i)/float(class(i))
avevol(i)=float(sumvol(i))/
1 (24.*float(class(i)))
do j=l,24
vmthr(i,j)=float(sumvolhr(i,j))*
1 LNKLEN(i)/float(class(i))
avevolhr(i,j)=float(sumvolhr(i,j))/
1 float(class(i))
enddo
enddo
return
end
98llap2A.wpd Final Report — September 1998
-------
2A-10 SYSTEMSAPPLICA TIONSINTERNA TIONAL
*****************************************************************
subroutine wrtvmt
*****************************************************************
c wrtvmt.f by Stuart Malkin for SAI 9/17/98
implicit none
include 'vmt.inc'
* Write out vmt hour, total vmt, average volumes for each hour, and total
* volume as a function of facility class.
write (40,*) ' '
write(40,4000)'Hour ',(heading(i),1=1,12)
write(*,4000)'Hour ',(heading(i),1=1,12)
do j=l,24
write(40,4010) j ,(vmthr(heading(i),j),1=1,12)
write(*,*) j,(vmthr(heading(i),j),1=1,12)
enddo
write(40,4020) 'Tvmt',(vmt2(heading(i)),1=1,12)
write(40,*)''
write(40,*)''
write (40,*) 'These are average volumes for each hour'
write(40,4005)'Hour ',(heading(i),1=1,12)
do j=l,24
write(40,4030) j,(avevolhr(heading(i),j),1=1,12)
enddo
write(40,*)''
write(40,*)'These are the total average for each facility type'
write(40,4040) 'AVEVOL',(avevol(heading(i)),1=1,12)
*
4000 format(a5,6x,12(12,14x))
4010 format(2x,i2,2x,12(2x,fl2.,2x))
4020 format(Ix,a4,lx,12(2x,fl2.,2x))
4005 format(a5,6x,12(12,8x))
4030 format(2x,12,2x,12(2x,f6.,2x))
4040 format(a6,12(2x,f6.,2x))
return
end
Final Report — September 1998 98llap2A.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL 2A-11
**********************************************************
subroutine spdcalc
*********************************************************g
c spdcalc.f by Stuart Malkin for SAI 9/19/97
implicit none
include 'vmt.inc'
real a
* initialize speed estimate and count variables
do i=l,MFAC
Tstcount(i)=0
do h=l,count
Stotal(i,h)=0.
do j=l,24
Shr(i,j,h)=0.
enddo
enddo
do k=0,BINS
do j=l,24
Shrcount(i,j,k)=0
Thrcount(i,j)=0
FHRVMT(i,j,k)=0.
enddo
Stcount(i,k)=0
FVMT(i,k)=0.
enddo
enddo
do i=l,MFAC
do k=0,BINS
FHRAM(i,k)=0.
FHRPM(i,k)=0.
FHROF(i,k)=0.
FHRAMRURAL(k)=0.
FHRPMRURAL(k)=0.
FHROFRURAL(k)=0.
FHRAMURBAN(k)=0.
FHRPMURBAN(k)=0.
FHROFURBAN(k)=0.
end do
end do
*
* Calculate speed (VMT estimates) by using BRP curves
do k=l,count
c old BRP curve
c Stotal(FUNCLA(k),k)=sf(FUNCLA(k))/
c 1 (l.+a*(float(dysumvol(k))/(24.*c(FUNCLA(k))))**b)
c new BRP curve
c new values for 'a'. Taken out of include file
if (FUNCLA(k) .eq. 1 .or. FUNCLA(k) .eq. 11 .or. FUNCLA(k)
1 .eq. 12) then
a=0.20
else
a=0.05
end if
c
Stotal(FUNCLA(k),k)=sf(FUNCLA(k))/
1 (l.+a*(float(dysumvol(k))/(24.*c(FUNCLA(k))))**b)
cstm
c write (*,*) 'Stotal(FUNCLA(k) ,k) ', Stotal(FUNCLA(k) ,k)
c write (*,*) 'dysumvol(k)',dysumvol(k)
c write (*,*) 'sf(FUNCLA(k))',sf(FUNCLA(k))
c write (*,*) 'c(FUNCLA(k))',c(FUNCLA(k))
98llap2A.wpd Final Report — September 1998
-------
2A-12 SYSTEMS APPLICATIONS INTERNATIONAL
c write(*,*) 'v/c',a*(float(dysumvol(k))/
C 1 (24.*c(FUNCLA(k))))**b
c write(*,*)TT
cstm
enddo
do k=l,count
do j=l,24
c old BRP curve
c Shr(FUNCLA(k),k,j)=sf(FUNCLA(k))/
c 1 (1+a*(float(volhr(k,j))/(c(FUNCLA(k))))**b)
c new BRP curve
if (FUNCLA(k) .eq. 1 .or. FUNCLA(k) .eq. 11 .or. FUNCLA(k)
1 .eq. 12) then
a=0.20
else
a=0.05
end if
Shr(FUNCLA(k),k,j)=sf(FUNCLA(k))/
1 (1+a*(float(volhr(k,j))/(c(FUNCLA(k))))**b)
enddo
enddo
* count speed BINS for Total
do k=l,count
if (Stotal(FUNCLA(k),k) .It. 2.5) then
Stcount(FUNCLA(k),0)=Stcount(FUNCLA(k),0)+1
else if (Stotal(FUNCLA(k),k).lt.7.5) then
Stcount(FUNCLA(k),l)=Stcount(FUNCLA(k),!)+!
else if (Stotal(FUNCLA(k),k).lt.12.5) then
Stcount(FUNCLA(k),2)=Stcount(FUNCLA(k),2)+l
else if (Stotal(FUNCLA(k),k).lt.17.5) then
Stcount(FUNCLA(k),3)=Stcount(FUNCLA(k),3)+l
else if (Stotal(FUNCLA(k),k) .lt.22.5) then
Stcount(FUNCLA(k),4)=Stcount(FUNCLA(k),4)+l
else if (Stotal(FUNCLA(k),k).lt.27.5) then
Stcount(FUNCLA(k),5)=Stcount(FUNCLA(k),5)+l
else if (Stotal(FUNCLA(k),k).lt.32.5) then
Stcount(FUNCLA(k),6)=Stcount(FUNCLA(k),6)+l
else if (Stotal(FUNCLA(k),k).lt.37.5) then
Stcount(FUNCLA(k),7)=Stcount(FUNCLA(k),7)+l
else if (Stotal(FUNCLA(k),k).lt.42.5) then
Stcount(FUNCLA(k),8)=Stcount(FUNCLA(k),8)+l
else if (Stotal(FUNCLA(k),k).lt.47.5) then
Stcount(FUNCLA(k),9)=Stcount(FUNCLA(k),9)+l
else if (Stotal(FUNCLA(k),k).lt.52.5) then
Stcount(FUNCLA(k),10)=Stcount(FUNCLA(k),10)+1
else if (Stotal(FUNCLA(k),k).lt.57.5) then
Stcount(FUNCLA(k),ll)=Stcount(FUNCLA(k),11)+1
else if (Stotal(FUNCLA(k),k).lt.62.5) then
Stcount(FUNCLA(k),12)=Stcount(FUNCLA(k),12)+1
else if (Stotal(FUNCLA(k),k).lt.67.5) then
Stcount(FUNCLA(k),13)=Stcount(FUNCLA(k),13)+1
else if (Stotal(FUNCLA(k),k).lt.72.5) then
Stcount(FUNCLA(k),14)=Stcount(FUNCLA(k),14)+1
else if (Stotal(FUNCLA(k),k).ge.72.5) then
Stcount(FUNCLA(k),15)=Stcount(FUNCLA(k),15)+1
endif
enddo
c Count speed BINS for hourly
do k=l,count
do j=l,24
Final Report — September 1998 98llap2A.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2A-13
if (Shr(FUNCLA(k),k,j)-It.
Shrcount(FUNCLA(k) ,j ,0) =
else if (Shr(FUNCLA(k),k,j
Shrcount(FUNCLA(k),j,1)=
else if (Shr(FUNCLA(k),k,j
Shrcount(FUNCLA(k) ,j ,2) =
else if (Shr(FUNCLA(k),k,j
Shrcount(FUNCLA(k) ,j , 3) =
else if (Shr(FUNCLA(k),k,j
Shrcount(FUNCLA(k) ,j ,4) =
else if (Shr(FUNCLA(k),k,j
Shrcount(FUNCLA(k),j,5)=
else if (Shr(FUNCLA(k),k,j
Shrcount(FUNCLA(k) ,j ,6) =
else if (Shr(FUNCLA(k),k,j
Shrcount(FUNCLA(k),j,7)=
else if (Shr(FUNCLA(k),k,j
Shrcount(FUNCLA(k) ,j ,8) =
else if (Shr(FUNCLA(k),k,j
Shrcount(FUNCLA(k),j,9) =
else if (Shr(FUNCLA(k),k,j
Shrcount(FUNCLA(k),j,10)
else if (Shr(FUNCLA(k),k,j
Shrcount(FUNCLA(k),j,11)
else if (Shr(FUNCLA(k),k,j
Shrcount(FUNCLA(k),j,12)
else if (Shr(FUNCLA(k),k,j
Shrcount(FUNCLA(k),j,13)
else if (Shr(FUNCLA(k),k,j
Shrcount(FUNCLA(k),j,14)
else if (Shr(FUNCLA(k),k,j
Shrcount(FUNCLA(k),j,15)
endif
enddo
enddo
2.5) then
Shrcount(FUNCLA(k),j,0)+1
) .It.7.5) then
Shrcount(FUNCLA(k),j,!)+!
) .It.12.5) then
Shrcount(FUNCLA(k),j,2)+l
) .It.17.5) then
Shrcount(FUNCLA(k),j,3)+l
) .It.22.5) then
Shrcount(FUNCLA(k),j,4)+l
) .It.27.5) then
Shrcount(FUNCLA(k),j,5)+l
) .It.32.5) then
Shrcount(FUNCLA(k),j,6)+l
) .It.37.5) then
Shrcount(FUNCLA(k),j,7)+l
) .It.42.5) then
Shrcount(FUNCLA(k),j,8)+l
) .It.47.5) then
Shrcount(FUNCLA(k),j,9)+l
) .It.52.5) then
=Shrcount(FUNCLA(k),j,10)+1
) .It.57.5) then
=Shrcount(FUNCLA(k),j,11)+1
) .It.62.5) then
=Shrcount(FUNCLA(k),j,12)+1
) .It.67.5) then
=Shrcount(FUNCLA(k),j,13)+1
) .It.72.5) then
=Shrcount(FUNCLA(k),j,14)+1
).ge.72.5) then
=Shrcount(FUNCLA(k),j,15)+1
* Calculate total hourly count and daily count for each class
do i=l,MFAC
do k=0,BINS
do j=l,24
Thrcount(i,j)=Thrcount(i,j)+Shrcount(i,j,k)
c if (k.eq.O) then
c write(*,*) Ti,k,j',i,k,j
c write (*,*) 'Thrcount(i,j)',Thrcount(i,j)
c write (*,*) 'Shrcount(i,j,k)',Shrcount(i,j,k)
c write(*,*) ''
c endif
enddo
Tstcount(i)=Tstcount(i)+Stcount(i,k)
enddo
enddo
* Calculate fractional speed estimates for AM/PM/Off peak and Urban and Rural
do i=l,MFAC
do k=0,BINS
do j=l,24
FHRVMT(i,j,k)=float(Shrcount(i,j,k))/float(Thrcount(i,j))
enddo
FVMT(i,k)=float(Stcount(i,k))/float(Tstcount(i))
enddo
enddo
do i=l,MFAC
do k=0,BINS
9811ap2A.wpd
Final Report — September 1998
-------
2A-14 SYSTEMS APPLICATIONS INTERNATIONAL
c AM peak is defined as hours 7-9
FHRAM(i,k)=(FHRVMT(i,7,k)+FHRVMT(i,8,k)+FHRVMT(i,9,k))/3.
c write (*,*) 'FHRAM(i,k),i,k',FHRAM(i,k),i,k
c write (*,*) FHRVMT(i,7,k),FHRVMT(i,8,k),FHRVMT(i,9,k)
c write (*,*) 'FHRAM(i,k)',FHRAM(i,k)
c write (* , *) ' '
c PM peak is defined as hours 16-18
FHRPM(i,k)=(FHRVMT(i,16,k)+FHRVMT(i,17,k)+FHRVMT(i,18,k))
do j=l,24
c OFF peak is defined as all other hours
if (j.ne.7 .and. j.ne.8 .and. j.ne.9) then
if (j.ne.16 .and. j.ne.17 .and. j.ne.18) then
FHROF(i,k)=FHROF(i,k)+FHRVMT(i,j,k)
c write (*,*) 'FHROF--j',j
endif
endif
enddo
FHROF(i,k)=FHROF(i,k)/18.
enddo
enddo
c Calcualte rural and urban fractional speeds
do k=0,BINS
do 1=1,9
c Facility class 3-5 have not meaning
if (i.lt.3 .or. i.gt.5) then
FHRAMRURAL(k)=FHRAMRURAL(k)+FHRAM(i,k)
c write (*,*) Ti,k',i,k
c write (*,*) 'FHRAMRURAL(k),FHRAM(i,k)',FHRAMRURAL(k),
c 1 FHRAM(i,k)
FHRPMRURAL(k)=FHRPMRURAL(k)+FHRPM(i,k)
FHROFRURAL(k)=FHROFRURAL(k)+FHROF(i,k)
endif
enddo
enddo
do k=0,BINS
do 1=11,19
c Facility class 13,15,18 have not meaning
if (i.ne.13 .and. i.ne.15 .and. i.ne.18) then
FHRAMURBAN(k)=FHRAMURBAN(k)+FHRAM(i,k)
FHRPMURBAN(k)=FHRPMURBAN(k)+FHRPM(i,k)
FHROFURBAN(k)=FHROFURBAN(k)+FHROF(i,k)
endif
enddo
enddo
c Six classes for Urban and Rural
do k=0,BINS
FHRAMRURAL(k)=FHRAMRURAL(k)/6.
FHRPMRURAL(k)=FHRPMRURAL(k)/6.
FHROFRURAL(k)=FHROFRURAL(k)/6.
FHRAMURBAN(k)=FHRAMURBAN(k)/6.
FHRPMURBAN(k)=FHRPMURBAN(k)/6.
FHROFURBAN(k)=FHROFURBAN(k)/6.
enddo
*
return
end
Final Report — September 1998 98llap2A.wpd
-------
SYSTEMS APPLICATIONS INTERNATIONAL 2A-15
***********************************************************
subroutine wrtspd
***********************************************************
c wrtspd.f by Stuart Malkin for SAI 9/18/97
implicit none
include 'vmt.inc'
character*80 dumc
* Write out fractional speeds(estimate of VMT) by facility class for
* AM peak, PM peak Off peak by facility class and for Area
* (Urban and Rural). In addition write out fractional speed by hour
* and total fractional speed.
dumc = ' '
write(45,*)''
write(45,'(a36,10x,a5,lx,a7)')
1 T**** SAI VMT Output, March 98 ****','Hour','AM PEAK'
write(45,*)''
write (45, ' (a!3,2x,a27,4x,a5) ') 'New York, NY:',
1 'Fraction of VMT for AM PEAK','RURAL'
write(45,*)''
write(45,5050)'Speed Bin','TOTAL RURAL'
c write(45,5000)'Speed Bin','INTERSTATE','MAJOR ART',
C 1 'MINOR ART','MAJOR COL','MINOR COL','LOCAL'
write(45,'(a59)') dumc
do k=0,bins
write(45,6050)k*5,FHRAMRURAL(k)
enddo
write(45,'(a59)') dumc
write(45,*)''
write(45,*)''
write(45,'(a36,10x,a5,lx,a7)')
1 T**** SAI VMT Output, March 98 ****','Hour','PM PEAK'
write(45,*)''
write(45,'(a!3,2x,a27,4x,a5)')'New York, NY:',
1 'Fraction of VMT for PM PEAK','RURAL'
write(45,*)''
write(45,5050)'Speed Bin','TOTAL RURAL'
c write(45,5000)'Speed Bin','INTERSTATE','MAJOR ART',
C 1 'MINOR ART','MAJOR COL','MINOR COL','LOCAL'
write(45,'(a59)') dumc
do k=0,bins
write(45,6050)k*5,FHRPMRURAL(k)
enddo
write(45,'(a59)') dumc
write(45,*)''
write(45,*)''
write(45,'(a36,10x,a5,lx,a8)')
1 T**** SAI VMT Output, March 98 ****','Hour','OFF PEAK'
write(45,*)''
write(45,'(a!3,2x,a28,4x,a5)')'New York, NY:',
1 'Fraction of VMT for OFF PEAK','RURAL'
write(45,*)''
write(45,5050)'Speed Bin','TOTAL RURAL'
c write(45,5000)'Speed Bin','INTERSTATE','MAJOR ART',
C 1 'MINOR ART','MAJOR COL','MINOR COL','LOCAL'
write(45,'(a59)') dumc
do k=0,bins
write(45,6050)k*5,FHROFRURAL(k)
enddo
write(45,'(a59)') dumc
98llap2A.wpd Final Report — September 1998
-------
2A-16
SYSTEMSAPPLICA TIONSINTERNA TIONAL
write (45,*) ' '
write (45,*) ' '
write (45, ' (a36,10x,a5,lx,a7) ')
'**** SAI VMT Output, March 98 ****','Hour','AM PEAK'
write(45,*)''
write(45,'(a!3,2x,a27,4x,a5)')'New York, NY:',
'Fraction of VMT for AM PEAK','URBAN'
write (45,*) ' '
write(45,5050)'Speed Bin','TOTAL URBAN'
write(45,'(a59)') dumc
do k=0,bins
write(45,6050)k*5,FHRAMURBAN(k)
enddo
write(45,'(a59)') dumc
write (45,*) ' '
write (45,*) ' '
write (45, ' (a36,10x,a5,lx,a7) ')
'**** SAI VMT Output, March 98 ****','Hour','PM PEAK'
write(45,*)''
write(45,'(a!3,2x,a27,4x,a5)')'New York, NY:',
'Fraction of VMT for PM PEAK','URBAN'
write (45,*) ' '
write(45,5050)'Speed Bin','TOTAL URBAN'
write(45,'(a59)') dumc
do k=0,bins
write(45,6050)k*5,FHRPMURBAN(k)
enddo
write(45,'(a59)') dumc
write (45,*) ' '
write (45,*) ' '
write (45, ' (a36,10x,a5,lx,a8) ')
'**** SAI VMT Output, March 98 ****','Hour','OFF PEAK'
write(45,*)''
write(45,'(a!3,2x,a28,4x,a5)')'New York, NY:',
'Fraction of VMT for OFF PEAK','URBAN'
write (45,*) ' '
write(45,5050)'Speed Bin','TOTAL URBAN'
write(45,'(a59)') dumc
do k=0,bins
write(45,6050)k*5,FHROFURBAN(k)
enddo
write(45,'(a59)') dumc
write (45,*) ' '
write (50,*) ' '
write (50, ' (a36,lOx,a5,Ix,a7) ')
'**** SAI VMT Output, March 98 ****','Hour','AM PEAK'
write (50,*) ' '
write(50,'(a!3,2x,a27,4x,a5)')'New York, NY:',
'Fraction of VMT for AM PEAK','RURAL'
write(50,*)''
write (50,5000) 'Speed Bin' , 'INTERSTATE' , 'MAJOR ART' ,
'MINOR ART','MAJOR COL','MINOR COL','LOCAL'
write (50, ' (a59) ') dumc
do k=0,bins
write(50,6000)k*5,(FHRAM(heading(i),k),1=1,6)
enddo
write (50, ' (a59) ') dumc
write (50,*) ' '
write (50,*) ' '
Final Report — September 1998
9811ap2A.wpd
-------
SYSTEMS APPLICATIONS INTERNATIONAL 2A-17
write(50,'(a36,lOx,a5,Ix,a7)')
1 T**** SAI VMT Output, March 98 ****','Hour','AM PEAK'
write(50,*)''
write(50,'(a!3,2x,a27,4x,a5)')'New York, NY:',
1 'Fraction of VMT for AM PEAK','URBAN'
write(50,*)''
write(50,5000)'Speed Bin','INTERSTATE','EXPRESSWAY',
1 'MAJOR ART','MINOR ART','COLLECTOR','LOCAL'
write (50, ' (a59) ') dumc
do k=0,bins
write(50,6000)k*5,(FHRAM(heading(i),k),1=7,12)
enddo
write (50, ' (a59) ') dumc
write(50,*)''
write(50,*)''
write(50,'(a36,lOx,a5,Ix,a7)')
1 T**** SAI VMT Output, March 98 ****','Hour','PM PEAK'
write(50,*)''
write (50, ' (a!3,2x,a27,4x,a5) ') 'New York, NY:',
1 'Fraction of VMT for PM PEAK','RURAL'
write(50,*)''
write(50,5000)'Speed Bin','INTERSTATE','MAJOR ART',
1 'MINOR ART','MAJOR COL','MINOR COL','LOCAL'
write (50, ' (a59) ') dumc
do k=0,bins
write(50,6000)k*5,(FHRPM(heading(i),k),1=1,6)
enddo
write (50, ' (a59) ') dumc
write(50,*)''
write(50,*)''
write(50,'(a36,lOx,a5,Ix,a7)')
1 T**** SAI VMT Output, March 98 ****','Hour','PM PEAK'
write(50,*)''
write (50, ' (a!3,2x,a27,4x,a5) ') 'New York, NY:',
1 'Fraction of VMT for PM PEAK','URBAN'
write(50,*)''
write(50,5000)'Speed Bin','INTERSTATE','EXPRESSWAY'
1 ,'MAJOR ART','MINOR ART','COLLECTOR','LOCAL'
write (50, ' (a59) ') dumc
do k=0,bins
write(50,6000)k*5,(FHRPM(heading(i),k),1=7,12)
enddo
write (50, ' (a59) ') dumc
write(50,*)''
write(50,*)''
write(50,'(a36,lOx,a5,Ix,a8)')
1 T**** SAI VMT Output, March 98 ****','Hour','OFF PEAK'
write(50,*)''
write(50,'(a!3,2x,a28,4x,a5)')'New York, NY:',
1 'Fraction of VMT for OFF PEAK','RURAL'
write(50,*)''
write(50,5000)'Speed Bin','INTERSTATE','MAJOR ART',
1 'MINOR ART','MAJOR COL','MINOR COL','LOCAL'
write (50, ' (a59) ') dumc
do k=0,bins
write(50,6000)k*5,(FHROF(heading(i),k),1=1,6)
enddo
write (50, ' (a59) ') dumc
write(50,*)''
write(50,*)''
write(50,'(a36,lOx,a5,Ix,a8)')
1 T**** SAI VMT Output, March 98 ****','Hour','OFF PEAK'
write(50,*)''
98llap2A.wpd Final Report — September 1998
-------
2A-18 SYSTEMS APPLICATIONS INTERNATIONAL
write(50,'(a!3,2x,a28,4x,a5)')'New York, NY:',
1 'Fraction of VMT for OFF PEAK','URBAN'
write(50,*)''
write(50,5000)'Speed Bin','INTERSTATE','EXPRESSWAY','MAJOR ART',
1 'MINOR ART','COLLECTOR','LOCAL'
write(50, ' (a59) ') dumc
do k=0,bins
write(50,6000)k*5,(FHROF(heading(i),k),1=7,12)
enddo
write (50, ' (a59) ') dumc
write (50,*) ' '
do j=l,24
write(60,*)''
c add 16 spaces to get 2 per page
if (j .ne. 1) then
do 1=1,16
write(60,*)''
end do
end if
c
write(60,'(a36,10x,a5,Ix,12)')
1 T**** SAI VMT output, March 98 ****','Hour',j
write (60,*) ' '
write(60,'(a!3,2x,a23,4x,a5)')'New York, NY:',
1 'Fraction of VMT by Hour','RURAL'
write(60,*)''
write(60,5000)'Speed Bin','INTERSTATE','MAJOR ART',
1 'MINOR ART','MAJOR COL','MINOR COL','LOCAL'
write (60, ' (a59) ') dumc
do k=0,bins
write(60,6000)k*5,(FHRVMT(heading(i),j,k),1=1,6)
enddo
write (60, ' (a59) ') dumc
c write(60,'(a53)') (dumc
write (60,*) ' '
write (60,*) ' '
write(60,'(a36,10x,a5,Ix,12)')
1 T**** SAI VMT output, March 98 ****','Hour',j
write(60,*)''
write (60, ' (a!3,2x,a23,4x,a5) ') 'New York, NY:',
1 'Fraction of VMT by Hour','URBAN'
write(60,*)''
write(60,5000)'Speed Bin','INTERSTATE','EXPRESSWAY'
1 ,'MAJOR ART','MINOR ART','COLLECTOR','LOCAL'
write (60, ' (a59) ') dumc
do k=0,bins
write(60,6000)k*5,(FHRVMT(heading(i),j,k),1=7,12)
enddo
write (60, ' (a59) ') dumc
write(60,*)''
end do
write(70,*)''
write(70,'(a36,10x,a5,lx,a5)')
1 T**** SAI VMT Output, March 98 ****','Hour','TOTAL'
write (70,*) ' '
write(70,'(a!3,2x,a21,4x,a5)')'New York, NY:',
1 'Fraction of TOTAL VMT','RURAL'
write(70,*)''
write(70,5000)'Speed Bin','INTERSTATE','MAJOR ART',
1 'MINOR ART','MAJOR COL','MINOR COL','LOCAL'
write (70, ' (a59) ') dumc
do k=0,bins
Final Report — September 1998 98llap2A.wpd
-------
SYSTEMS APPLICATIONS INTERNATIONAL 2A-19
write(70,6000)k*5,(FVMT(heading(i),k),1=1,6)
enddo
write (70, ' (a59) ') dumc
write(70,*)''
write(70,*)''
write(70,'(a36,10x,a5,lx,a5)')
1 T**** SAI VMT Output, March 98 ****','Hour','TOTAL'
write(70,*)''
write(70,'(a!3,2x,a21,4x,a5)')'New York, NY:',
1 'Fraction of TOTAL VMT','URBAN'
write(70,*)''
write(70,5000)'Speed Bin','INTERSTATE','EXPRESSWAY','MAJOR ART',
1 'MINOR ART','COLLECTOR','LOCAL'
write (70, ' (a59) ') dumc
do k=0,bins
write(70,6000)k*5,(FVMT(heading(i),k),1=7,12)
enddo
write (70, ' (a59) ') dumc
write(70,*)''
close (70)
close (60)
close (50)
close (45)
5000 format(Ix,a9,3x,6(lx,alO))
5050 format(Ix,a9,3x,l(Ix,all))
6000 format(7x,i2,4x,6(5x,f6.4))
6050 format(7x,i2,4x,l(5x,f6.4))
return
end
98llap2A.wpd Final Report — September 1998
-------
24-20 SYSTEMSAPPLICA TIONSINTERNA TIONAL
c vmt.inc
integer*4 MXSTA,MFAC,BINS
PARAMETER (MXSTA= 6000,MFAC=19,BINS=15)
integer FUNCLA(MXSTA)
real LNKLEN(MFAC)
integer i,j
logical llen(MXSTA)
character nmfile*80,string*200
integer count,countvmt
common /reference/ FUNCLA,count,countvmt,lien
integer*4 volhr(MXSTA,24),sumvolhr(MFAC,24),sumvol(MFAC),
1 tsumvolhr(24),tsumvol,dysumvol(MXSTA)
integer hr, ihr, k, sumclass,class(MFAC),heading(12),
1 classvmt(MFAC)
real fraction(MFAC,24),tfraction(24)
common /volume/volhr,hr,class,
1 sumclass,sumvol,sumvolhr,tsumvolhr,tsumvol,
2 fraction,tfraction,dysumvol
c Facility class headers in write statements
DATA heading/1,2,6,7,8,9,11,12,14,16,17,19/
c VMT variables
real tsumlength(MFAC)
real vmt2(MFAC),
1 length(MFAC),vmthr(MFAC,24),avevol(MFAC),avevolhr(MFAC,24)
common /vmtvar/vmt2,tsumlength,length,vmthr,avevol,avevolhr
DATA LNKLEN/796., 2000 .,0 .,0 .,0 .,4149 .,6060 .,10434 ., 48434 .,
1 0.,702.,830.,0.,2515.,0.,5026.,4002.,0.,27245./
c Speed variables
c old 'a' factor
c real a,b,c(MFAC),sf(MFAC)
real b,c(MFAC),sf(MFAC)
real Stotal(MFAC,MXSTA),Shr(MFAC,24,MXSTA),FHRVMT(MFAC,24,0:BINS),
1 FVMT(MFAC,0:BINS)
c old a and b factors
c parameter(a=0.15, b=4.)
c new b factor. factor 'a' depends on facility type.
parameter(b=10.)
integer Shrcount(MFAC,24,0:BINS),Thrcount(MFAC,24),
1 Stcount(MFAC,0:BINS),Tstcount(MFAC),h
real FHROF(MFAC,0:BINS),FHRAM(MFAC,0:BINS),FHRPM(MFAC,0:BINS)
real FHROFRURAL(0:BINS),FHRAMRURAL(0:BINS),FHRPMRURAL(0:BINS)
real FHROFURBAN(0:BINS),FHRAMURBAN(0:BINS),FHRPMURBAN(0:BINS)
common /speed/
1 FHROF,FHRAM,FHRPM,FHRVMT,FVMT,
2 FHROFRURAL,FHRAMRURAL,FHRPMRURAL,
3 FHROFURBAN,FHRAMURBAN,FHRPMURBAN
cChange c (lane capacity) and sf (free-flow speed) as necessary for area
cand number and type of facility class.
c The BPR curves are very senstive to
c these parameters.
c
c new DATA statement for 'a' factor
C DATA a/0.20, 0.05,0.05,0.05,0.05,0.05,0.05,0.05,0.05,0.05,
c 1 0.20,0.20,0.05,0.05,0.05,0.05,0.05,0.05,0.05/
c
DATA c/3500.,1600.,0.,0.,0.,550.,800.,800.,550.,0.,5250.,2400.,
1 0. ,1600. ,0. ,600. ,800. ,0. ,550./
Final Report — September 1998 98llap2A.wpd
-------
SYSTEMS APPLICATIONS INTERNATIONAL 2A-21
c old free flow speeds
C DATA sf/71.,59.,0.,0.,0.,54.,40.,30.,25.,0.,58.,48.,0.,29.8,0.,
C 1 26. ,26.,0.,25./
c new free flow speeds (based on speed limits 65,55,50,35,25,25,
C 55,45,35,25,25,25) 3/10/98
DATA sf/71.,62.,0.,0.,0.,52.,40.,32.,32.,0.,62.,48.,0.,40.,0.,
1 32. ,32. ,0. ,32./
98llap2A.wpd Final Report — September 1998
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL 2B-1
APPENDIX 2e
HOURLY VMT MODEL OUTPUT BY FUNCTIONAL CLASS
AND SPEED FOR ADA COUNTY IN 1995
98llap2B.wpd Final Report — September 1998
-------
2B-2 SYSTEMSAPPLICA TIONSINTERNA TIONAL
Final Report — September 1998 981 lap2B.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2B-3
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 1995 (Hour 1)
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Range
- 2
- 7
- 12
- 17
- 22
- 27
- 32
- 37
- 42
- 47
- 52
- 57
- 62
- 67
- 72
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
FREEWAY
0
0
0
2
3
37
7
0
0
118
685
233
249
0
0
Vehicle Miles
ARTERIAL
.0
.0
.0
.4
.7
.1
.5
.0
.0
.4
.8
.6
.0
.0
.0
0
0
0
0
26
123
899
1086
253
328
0
0
0
0
0
.0
.0
.0
.1
.7
.4
.6
.1
.6
.9
.0
.0
.0
.0
.0
Total
0
0
0
2
30
160
907
1086
253
447
685
233
249
0
0
.0
.0
.0
.4
.4
.5
.1
.1
.6
.4
.8
.6
.0
.0
.0
Total
Speed Range
1337.3
COLLECTOR
2718.5
Vehicle Miles
LOCAL
4055.8
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2
- 7
- 12
- 17
- 22
- 27
- 32
- 37
- 42
- 47
- 52
- 57
- 62
- 67
- 72
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0
0
0
0
107
98
115
51
54
0
0
0
0
0
0
.0
.0
.0
.0
.2
.1
.8
.4
.0
.0
.0
.0
.0
.0
.0
0
0
0
431
41
7
7
14
8
0
0
0
0
0
0
.0
.0
.0
.4
.4
.1
.9
.6
.2
.0
.0
.0
.0
.0
.0
0
0
0
431
148
105
123
66
62
0
0
0
0
0
0
.0
.0
.0
.4
.6
.1
.6
.0
.3
.0
.0
.0
.0
.0
.0
Total
426.4
510.6
937.1
9811ap2B.wpd
Final Report — September 1998
-------
2B-4
SYSTEMSAPPLICA TIONSINTERNA TIONAL
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 1995 (Hour 2)
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Range
- 2 .
- 7.
- 12.
- 17.
- 22.
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Range
- 2.
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42.
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Vehicle Miles
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
FREEWAY
0
0
0
1
2
28
5
0
0
92
533
181
193
0
0
1040
COLLECTOR
0
0
0
0
83
76
90
40
42
0
0
0
0
0
0
.0
.0
.0
.8
.9
.8
.8
.0
.0
.1
.4
.7
.6
.0
.0
.2
.0
.0
.0
.0
.4
.3
.0
.0
.0
.0
.0
.0
.0
.0
.0
ARTERIAL
0
0
0
0
20
96
699
844
197
255
0
0
0
0
0
.0
.0
.0
.1
.8
.0
.7
.7
.3
.9
.0
.0
.0
.0
.0
2114.4
Vehicle Miles
LOCAL
0
0
0
335
32
5
6
11
6
0
0
0
0
0
0
.0
.0
.0
.6
.2
.5
.1
.3
.4
.0
.0
.0
.0
.0
.0
Total
0
0
0
1
23
124
705
844
197
347
533
181
193
0
0
3154
Total
0
0
0
335
115
81
96
51
48
0
0
0
0
0
0
.0
.0
.0
.9
.6
.8
.5
.7
.3
.9
.4
.7
.6
.0
.0
.5
.0
.0
.0
.6
.6
.8
.2
.3
.4
.0
.0
.0
.0
.0
.0
Total
331.7
397.1
728.8
Final Report — September 1998
9811ap2B.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2B-5
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 1995 (Hour 3)
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Range
- 2 .
- 7.
- 12.
- 17.
- 22.
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Range
- 2.
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42.
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Vehicle Miles
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
FREEWAY
0
0
0
0
1
12
2
0
0
39
228
77
83
0
0
445
COLLECTOR
0
0
0
0
35
32
38
17
18
0
0
0
0
0
0
.0
.0
.0
.8
.2
.4
.5
.0
.0
.5
.6
.9
.0
.0
.0
ARTERIAL
0
0
0
0
8
41
299
362
84
109
0
0
0
0
0
.0
.0
.0
.0
.9
.1
.9
.0
.5
.7
.0
.0
.0
.0
.0
.8 906.2
Vehicle Miles
.0
.0
.0
.0
.7
.7
.6
.1
.0
.0
.0
.0
.0
.0
.0
LOCAL
0
0
0
143
13
2
2
4
2
0
0
0
0
0
0
.0
.0
.0
.8
.8
.4
.6
.9
.7
.0
.0
.0
.0
.0
.0
Total
0
0
0
0
10
53
302
362
84
149
228
77
83
0
0
1351
Total
0
0
0
143
49
35
41
22
20
0
0
0
0
0
0
.0
.0
.0
.8
.1
.5
.4
.0
.5
.1
.6
.9
.0
.0
.0
.9
.0
.0
.0
.8
.5
.0
.2
.0
.8
.0
.0
.0
.0
.0
.0
Total
142 .1
170.2
312 .4
9811ap2B.wpd
Final Report — September 1998
-------
2B-6
SYSTEMSAPPLICA TIONSINTERNA TIONAL
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 1995 (Hour 4)
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Range
- 2 .
- 7.
- 12.
- 17.
- 22.
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Range
- 2.
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42.
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Vehicle Miles
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
FREEWAY
0
0
0
9
15
152
30
0
0
486
2819
960
1023
0
0
5498
COLLECTOR
0
0
0
0
440
403
475
211
222
0
0
0
0
0
0
.0
.0
.0
.7
.1
.3
.7
.0
.0
.8
.6
.3
.5
.0
.0
.0
.0
.0
.0
.0
.6
.2
.9
.2
.2
.0
.0
.0
.0
.0
.0
ARTERIAL
0
0
0
0
109
507
3698
4465
1042
1352
0
0
0
0
0
.0
.0
.0
.3
.7
.4
.5
.0
.7
.4
.0
.0
.0
.0
.0
11176.0
Vehicle Miles
LOCAL
0
0
0
1773
170
29
32
59
33
0
0
0
0
0
0
.0
.0
.0
.7
.4
.0
.4
.9
.7
.0
.0
.0
.0
.0
.0
Total
0
0
0
10
124
659
3729
4465
1042
1839
2819
960
1023
0
0
16674
Total
0
0
0
1773
611
432
508
271
255
0
0
0
0
0
0
.0
.0
.0
.0
.8
.7
.3
.0
.7
.1
.6
.3
.5
.0
.0
.0
.0
.0
.0
.7
.0
.2
.3
.2
.9
.0
.0
.0
.0
.0
.0
Total
1753.1
2099.2
3852.3
Final Report — September 1998
9811ap2B.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2B-7
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 1995 (Hour 5)
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Range
- 2
- 7
- 12
- 17
- 22
- 27
- 32
- 37
- 42
- 47
- 52
- 57
- 62
- 67
- 72
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
FREEWAY
0
0
0
33
52
531
107
0
0
1697
9830
3348
3568
0
0
Vehicle Miles
ARTERIAL
.0
.0
.0
.7
.6
.1
.2
.0
.0
.1
.4
.0
.5
.0
.0
0
0
0
1
382
1768
12894
15567
3635
4715
0
0
0
0
0
.0
.0
.0
.2
.4
.9
.9
.2
.2
.0
.0
.0
.0
.0
.0
Total
0
0
0
35
435
2300
13002
15567
3635
6412
9830
3348
3568
0
0
.0
.0
.0
.0
.1
.0
.1
.2
.2
.1
.4
.0
.5
.0
.0
Total
Speed Range
19168.7
COLLECTOR
38964.8
Vehicle Miles
LOCAL
58133.5
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2
- 7
- 12
- 17
- 22
- 27
- 32
- 37
- 42
- 47
- 52
- 57
- 62
- 67
- 72
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0
0
0
0
1536
1405
1659
736
774
0
0
0
0
0
0
.0
.0
.0
.0
.3
.6
.2
.4
.6
.0
.0
.0
.0
.0
.0
0
0
0
6184
594
101
113
209
117
0
0
0
0
0
0
.0
.0
.0
.0
.1
.1
.0
.0
.6
.0
.0
.0
.0
.0
.0
0
0
0
6184
2130
1506
1772
945
892
0
0
0
0
0
0
.0
.0
.0
.0
.4
.8
.2
.4
.3
.0
.0
.0
.0
.0
.0
Total
6112 .2
7318.9
13431.1
9811ap2B.wpd
Final Report — September 1998
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 1995 (Hour 6)
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Range
- 2 .
- 7.
- 12.
- 17.
- 22.
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Range
- 2.
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42.
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Vehicle Miles
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
FREEWAY
0
0
0
101
157
1593
321
0
0
5091
29491
10043
10705
0
0
57506
COLLECTOR
0
0
0
0
4608
4216
4977
2209
2323
0
0
0
0
0
0
.0
.0
.0
.2
.9
.2
.6
.0
.0
.4
.1
.9
.6
.0
.0
.0
.0
.0
.0
.0
.8
.9
.6
.3
.9
.0
.0
.0
.0
.0
.0
ARTERIAL
0
0
0
3
1147
5306
38684
46701
10905
14144
0
0
0
0
0
.0
.0
.0
.7
.3
.8
.7
.5
.7
.9
.0
.0
.0
.0
.0
116894.5
Vehicle Miles
LOCAL
0
0
0
18552
1782
303
339
627
352
0
0
0
0
0
0
.0
.0
.0
.0
.3
.4
.1
.0
.9
.0
.0
.0
.0
.0
.0
Total
0
0
0
104
1305
6900
39006
46701
10905
19236
29491
10043
10705
0
0
174400
Total
0
0
0
18552
6391
4520
5316
2836
2676
0
0
0
0
0
0
.0
.0
.0
.9
.2
.0
.2
.5
.7
.3
.1
.9
.6
.0
.0
.5
.0
.0
.0
.0
.2
.3
.7
.3
.8
.0
.0
.0
.0
.0
.0
Total
18336.5
21956.7
40293.2
Final Report — September 1998
9811ap2B.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2B-9
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 1995 (Hour 7)
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Range
- 2 .
- 7.
- 12.
- 17.
- 22.
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Range
- 2.
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42.
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Vehicle Miles
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
FREEWAY
0
0
0
188
294
2968
599
0
0
9485
54943
18712
19945
0
0
107136
COLLECTOR
0
0
0
0
8586
7856
9273
4116
4329
0
0
0
0
0
0
.0
.0
.0
.6
.2
.3
.1
.0
.0
.6
.4
.4
.0
.0
.0
.5
.0
.0
.0
.0
.5
.3
.5
.1
.5
.0
.0
.0
.0
.0
.0
ARTERIAL
0
0
0
6
2137
9886
72071
87007
20317
26352
0
0
0
0
0
.0
.0
.0
.8
.5
.8
.4
.0
.9
.6
.0
.0
.0
.0
.0
217780.0
Vehicle Miles
LOCAL
0
0
0
34563
3320
565
631
1168
657
0
0
0
0
0
0
.0
.0
.0
.3
.6
.2
.8
.1
.4
.0
.0
.0
.0
.0
.0
Total
0
0
0
195
2431
12855
72670
87007
20317
35838
54943
18712
19945
0
0
324916
Total
0
0
0
34563
11907
8421
9905
5284
4987
0
0
0
0
0
0
.0
.0
.0
.4
.7
.1
.5
.0
.9
.1
.4
.4
.0
.0
.0
.5
.0
.0
.0
.3
.0
.5
.3
.2
.0
.0
.0
.0
.0
.0
.0
Total
34161.9
40906.4
75068.2
9811ap2B.wpd
Final Report — September 1998
-------
2B-10
SYSTEMS APPLICA TIONS INTERN A TIONAL
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 1995 (Hour 8)
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Range
- 2 .
- 7.
- 12.
- 17.
- 22.
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Range
- 2.
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42.
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Vehicle Miles
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
FREEWAY
0
0
0
147
229
2317
467
0
0
7406
42903
14611
15574
0
0
83658
COLLECTOR
0
0
0
0
6704
6134
7241
3214
3380
0
0
0
0
0
0
.0
.0
.0
.3
.7
.8
.8
.0
.0
.9
.1
.7
.3
.0
.0
.5
.0
.0
.0
.0
.8
.6
.3
.1
.8
.0
.0
.0
.0
.0
.0
ARTERIAL
0
0
0
5
1669
7720
56277
67940
15865
20577
0
0
0
0
0
.0
.0
.0
.3
.1
.2
.7
.4
.5
.7
.0
.0
.0
.0
.0
170055.9
Vehicle Miles
LOCAL
0
0
0
26989
2592
441
493
912
513
0
0
0
0
0
0
.0
.0
.0
.2
.9
.3
.3
.1
.4
.0
.0
.0
.0
.0
.0
Total
0
0
0
152
1898
10038
56745
67940
15865
27984
42903
14611
15574
0
0
253714
Total
0
0
0
26989
9297
6576
7734
4126
3894
0
0
0
0
0
0
.0
.0
.0
.6
.8
.0
.6
.4
.5
.6
.1
.7
.3
.0
.0
.4
.0
.0
.0
.2
.7
.0
.6
.2
.1
.0
.0
.0
.0
.0
.0
Total
26675.6
31942 .2
58617.9
Final Report — September 1998
9811ap2B.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2B-11
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 1995 (Hour 9)
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Range
- 2 .
- 7.
- 12.
- 17.
- 22.
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Range
- 2.
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42.
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Vehicle Miles
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
FREEWAY
0
0
0
150
235
2375
479
0
0
7591
43969
14975
15961
0
0
85738
COLLECTOR
0
0
0
0
6871
6287
7421
3294
3464
0
0
0
0
0
0
.0
.0
.0
.9
.4
.5
.5
.0
.0
.1
.9
.1
.5
.0
.0
.9
.0
.0
.0
.0
.5
.2
.4
.0
.8
.0
.0
.0
.0
.0
.0
ARTERIAL
0
0
0
5
1710
7912
57677
69630
16260
21089
0
0
0
0
0
.0
.0
.0
.4
.6
.2
.1
.0
.0
.3
.0
.0
.0
.0
.0
174284.6
Vehicle Miles
LOCAL
0
0
0
27660
2657
452
505
934
526
0
0
0
0
0
0
.0
.0
.0
.2
.4
.3
.6
.8
.1
.0
.0
.0
.0
.0
.0
Total
0
0
0
156
1946
10287
58156
69630
16260
28680
43969
14975
15961
0
0
260023
Total
0
0
0
27660
9528
6739
7927
4228
3991
0
0
0
0
0
0
.0
.0
.0
.4
.0
.6
.5
.0
.0
.4
.9
.1
.5
.0
.0
.5
.0
.0
.0
.2
.9
.5
.0
.8
.0
.0
.0
.0
.0
.0
.0
Total
27339.0
32736.4
60075.4
9811ap2B.wpd
Final Report — September 1998
-------
2B-12
SYSTEMS APPLICA TIONS INTERN A TIONAL
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 1995 (Hour 10)
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Range
- 2 .
- 7.
- 12.
- 17.
- 22.
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Range
- 2.
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42.
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Vehicle Miles
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
FREEWAY
0
0
0
182
284
2865
578
0
0
9156
53038
18063
19253
0
0
103421
COLLECTOR
0
0
0
0
8288
7583
8952
3973
4179
0
0
0
0
0
0
.0
.0
.0
.0
.0
.4
.3
.0
.0
.7
.3
.5
.4
.0
.0
.6
.0
.0
.0
.0
.7
.9
.0
.4
.4
.0
.0
.0
.0
.0
.0
ARTERIAL
0
0
0
6
2063
9544
69572
83990
19613
25438
0
0
0
0
0
.0
.0
.0
.6
.4
.0
.1
.3
.4
.8
.0
.0
.0
.0
.0
210228.6
Vehicle Miles
LOCAL
0
0
0
33364
3205
545
609
1127
634
0
0
0
0
0
0
.0
.0
.0
.9
.4
.6
.9
.6
.6
.0
.0
.0
.0
.0
.0
Total
0
0
0
188
2347
12409
70150
83990
19613
34595
53038
18063
19253
0
0
313650
Total
0
0
0
33364
11494
8129
9561
5101
4814
0
0
0
0
0
0
.0
.0
.0
.6
.4
.3
.5
.3
.4
.5
.3
.5
.4
.0
.0
.3
.0
.0
.0
.9
.2
.5
.8
.0
.0
.0
.0
.0
.0
.0
.0
Total
32977.4
39488.1
72465.5
Final Report — September 1998
9811ap2B.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2B-13
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 1995 (Hour 11)
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Range
- 2 .
- 7.
- 12.
- 17.
- 22.
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Range
- 2.
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42.
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Vehicle Miles
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
FREEWAY
0
0
0
191
298
3013
608
0
0
9630
55781
18997
20249
0
0
108771
COLLECTOR
0
0
0
0
8717
7976
9415
4178
4395
0
0
0
0
0
0
.0
.0
.0
.5
.6
.6
.3
.0
.0
.3
.6
.9
.3
.0
.0
.0
.0
.0
.0
.0
.5
.1
.0
.9
.6
.0
.0
.0
.0
.0
.0
ARTERIAL
0
0
0
6
2170
10037
73170
88334
20627
26754
0
0
0
0
0
.0
.0
.0
.9
.2
.6
.9
.6
.9
.6
.0
.0
.0
.0
.0
221102 .7
Vehicle Miles
LOCAL
0
0
0
35090
3371
573
641
1185
667
0
0
0
0
0
0
.0
.0
.0
.5
.2
.8
.4
.9
.5
.0
.0
.0
.0
.0
.0
Total
0
0
0
198
2468
13051
73779
88334
20627
36384
55781
18997
20249
0
0
329873
Total
0
0
0
35090
12088
8550
10056
5364
5063
0
0
0
0
0
0
.0
.0
.0
.4
.8
.2
.1
.6
.9
.9
.6
.9
.3
.0
.0
.7
.0
.0
.0
.5
.7
.0
.4
.8
.0
.0
.0
.0
.0
.0
.0
Total
34683.1
41530.3
76213.4
9811ap2B.wpd
Final Report — September 1998
-------
2B-14
SYSTEMS APPLICA TIONS INTERN A TIONAL
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 1995 (Hour 12)
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
Total
0.0
2.5 -
7.5 -
12.5 -
17.5 -
22.5 -
27.5 -
32.5 -
37.5 -
42.5 -
47.5 -
52.5 -
57.5 -
62.5 -
67.5 -
Total
Speed
0.0
2.5 -
7.5 -
12.5 -
17.5 -
22 .5 -
27.5 -
32.5 -
37.5 -
42.5 -
47.5 -
52.5 -
57.5 -
62.5 -
- 2.5
7.5
12.5
17.5
22 .5
27.5
32.5
37.5
42.5
47.5
52.5
57.5
62.5
67.5
72 .5
Range
- 2.5
7.5
12.5
17.5
22 .5
27.5
32.5
37.5
42.5
47.5
52.5
57.5
62.5
67.5
0.0
0.0
0.0
194.1
302.7
3054.7
616.6
0.0
0.0
9761.9
56543 .7
19257.4
20526.0
0.0
0.0
110257.0
COLLECTOR
0.0
0.0
0.0
0.0
8836.5
8085.1
9543.6
4236.0
4455.6
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
7.0
2199.8
10174.7
74170.6
89541.7
20909.7
27120.1
0.0
0.0
0.0
0.0
0.0
224123 .7
Vehicle Miles
LOCAL
0.0
0.0
0.0
35570.0
3417.3
581.7
650.2
1202.1
676.6
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
201.1
2502.5
13229.5
74787.2
89541.7
20909.7
36882.0
56543 .7
19257.4
20526.0
0.0
0.0
334380.7
Total
0.0
0.0
0.0
35570.0
12253.8
8666.8
10193.8
5438.1
5132.2
0.0
0.0
0.0
0.0
0.0
Final Report — September 1998
9811ap2B.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL 2B-15
67.5- 72.5 0.0 0.0 0.0
Total 35156.9 42097.9 77254.8
98llap2B.wpd Final Report — September 1998
-------
2B-16
SYSTEMS APPLICA TIONS INTERN A TIONAL
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 1995 (Hour 13)
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Range
- 2 .
- 7.
- 12.
- 17.
- 22.
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Range
- 2.
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42.
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Vehicle Miles
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
FREEWAY
0
0
0
192
300
3034
612
0
0
9696
56162
19127
20387
0
0
109513
COLLECTOR
0
0
0
0
8777
8030
9479
4207
4425
0
0
0
0
0
0
.0
.0
.0
.8
.7
.2
.4
.0
.0
.1
.6
.6
.6
.0
.0
.9
.0
.0
.0
.0
.0
.6
.3
.4
.6
.0
.0
.0
.0
.0
.0
ARTERIAL
0
0
0
7
2185
10106
73670
88938
20768
26937
0
0
0
0
0
.0
.0
.0
.0
.0
.2
.8
.3
.8
.4
.0
.0
.0
.0
.0
222613 .4
Vehicle Miles
LOCAL
0
0
0
35330
3394
577
645
1194
672
0
0
0
0
0
0
.0
.0
.0
.4
.3
.7
.8
.0
.0
.0
.0
.0
.0
.0
.0
Total
0
0
0
199
2485
13140
74283
88938
20768
36633
56162
19127
20387
0
0
332127
Total
0
0
0
35330
12171
8608
10125
5401
5097
0
0
0
0
0
0
.0
.0
.0
.7
.7
.3
.2
.3
.8
.4
.6
.6
.6
.0
.0
.3
.0
.0
.0
.4
.3
.4
.1
.5
.6
.0
.0
.0
.0
.0
.0
Total
34920.0
41814.2
76734.2
Final Report — September 1998
9811ap2B.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2B-17
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 1995 (Hour 14)
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Range
- 2 .
- 7.
- 12.
- 17.
- 22.
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Range
- 2.
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42.
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Vehicle Miles
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
FREEWAY
0
0
0
193
302
3050
615
0
0
9748
56467
19231
20498
0
0
110108
COLLECTOR
0
0
0
0
8824
8074
9530
4230
4449
0
0
0
0
0
0
.0
.0
.0
.8
.3
.6
.7
.0
.0
.7
.5
.4
.3
.0
.0
.4
.0
.0
.0
.0
.6
.2
.8
.3
.6
.0
.0
.0
.0
.0
.0
ARTERIAL
0
0
0
7
2196
10161
74070
89420
20881
27083
0
0
0
0
0
.0
.0
.0
.0
.8
.0
.5
.6
.5
.6
.0
.0
.0
.0
.0
223821.1
Vehicle Miles
LOCAL
0
0
0
35522
3412
580
649
1200
675
0
0
0
0
0
0
.0
.0
.0
.0
.7
.9
.3
.5
.7
.0
.0
.0
.0
.0
.0
Total
0
0
0
200
2499
13211
74686
89420
20881
36832
56467
19231
20498
0
0
333929
Total
0
0
0
35522
12237
8655
10180
5430
5125
0
0
0
0
0
0
.0
.0
.0
.8
.2
.6
.3
.6
.5
.3
.5
.4
.3
.0
.0
.6
.0
.0
.0
.0
.3
.1
.0
.8
.3
.0
.0
.0
.0
.0
.0
Total
35109.5
42041.1
77150.6
9811ap2B.wpd
Final Report — September 1998
-------
2B-18
SYSTEMS APPLICA TIONS INTERN A TIONAL
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 1995 (Hour 15)
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Range
- 2 .
- 7.
- 12.
- 17.
- 22.
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Range
- 2.
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42.
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Vehicle Miles
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
FREEWAY
0
0
0
216
337
3400
686
0
0
10867
62944
21437
22849
0
0
122738
COLLECTOR
0
0
0
0
9836
9000
10624
4715
4960
0
0
0
0
0
0
.0
.0
.0
.0
.0
.6
.4
.0
.0
.0
.8
.5
.6
.0
.0
.9
.0
.0
.0
.0
.9
.4
.0
.5
.1
.0
.0
.0
.0
.0
.0
ARTERIAL
0
0
0
7
2448
11326
82567
99678
23276
30190
0
0
0
0
0
.0
.0
.0
.8
.8
.6
.3
.4
.9
.3
.0
.0
.0
.0
.0
249496.0
Vehicle Miles
LOCAL
0
0
0
39596
3804
647
723
1338
753
0
0
0
0
0
0
.0
.0
.0
.7
.2
.5
.8
.2
.2
.0
.0
.0
.0
.0
.0
Total
0
0
0
223
2785
14727
83253
99678
23276
41057
62944
21437
22849
0
0
372234
Total
0
0
0
39596
13641
9647
11347
6053
5713
0
0
0
0
0
0
.0
.0
.0
.8
.8
.2
.6
.4
.9
.3
.8
.5
.6
.0
.0
.9
.0
.0
.0
.7
.1
.9
.8
.7
.2
.0
.0
.0
.0
.0
.0
Total
39136.9
46863.6
86000.5
Final Report — September 1998
9811ap2B.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2B-19
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 1995 (Hour 16)
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
Total
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
138787.1
COLLECTOR
282117.7
Vehicle Miles
LOCAL
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2
- 7
- 12
- 17
- 22
- 27
- 32
- 37
- 42
- 47
- 52
- 57
- 62
- 67
- 72
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0
0
0
244
381
3845
776
0
0
12287
71175
24240
25837
0
0
.0
.0
.0
.3
.1
.2
.1
.0
.0
.8
.0
.4
.2
.0
.0
0
0
0
8
2769
12807
93362
112711
26320
34137
0
0
0
0
0
.0
.0
.0
.8
.0
.5
.9
.4
.3
.7
.0
.0
.0
.0
.0
0
0
0
253
3150
16652
94139
112711
26320
46425
71175
24240
25837
0
0
.0
.0
.0
.1
.1
.7
.0
.4
.3
.5
.0
.4
.2
.0
.0
420904.8
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2
- 7
- 12
- 17
- 22
- 27
- 32
- 37
- 42
- 47
- 52
- 57
- 62
- 67
- 72
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0
0
0
0
11123
10177
12013
5332
5608
0
0
0
0
0
0
.0
.0
.0
.0
.1
.2
.1
.1
.6
.0
.0
.0
.0
.0
.0
0
0
0
44774
4301
732
818
1513
851
0
0
0
0
0
0
.0
.0
.0
.2
.6
.2
.4
.2
.7
.0
.0
.0
.0
.0
.0
0
0
0
44774
15424
10909
12831
6845
6460
0
0
0
0
0
0
.0
.0
.0
.2
.7
.4
.5
.3
.2
.0
.0
.0
.0
.0
.0
Total
44254.1
52991.2
97245.3
9811ap2B.wpd
Final Report — September 1998
-------
2B-20
SYSTEMS APPLICA TIONS INTERN A TIONAL
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 1995 (Hour 17)
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Range
- 2
- 7
- 12
- 17
- 22
- 27
- 32
- 37
- 42
- 47
- 52
- 57
- 62
- 67
- 72
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
FREEWAY
0
0
0
221
346
3491
704
0
0
11156
64621
22008
23458
0
0
Vehicle Miles
ARTERIAL
.0
.0
.0
.8
.0
.1
.6
.0
.0
.4
.3
.5
.2
.0
.0
0
0
0
8
2514
11628
84766
102333
23896
30994
0
0
0
0
0
.0
.0
.0
.0
.1
.3
.4
.1
.8
.4
.0
.0
.0
.0
.0
Total
0
0
0
229
2860
15119
85471
102333
23896
42150
64621
22008
23458
0
0
.0
.0
.0
.8
.0
.4
.0
.1
.8
.8
.3
.5
.2
.0
.0
Total
Speed Range
126008.0
COLLECTOR
256141.0
Vehicle Miles
LOCAL
382149.0
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2
- 7
- 12
- 17
- 22
- 27
- 32
- 37
- 42
- 47
- 52
- 57
- 62
- 67
- 72
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0
0
0
0
10098
9240
10907
4841
5092
0
0
0
0
0
0
.0
.0
.0
.0
.9
.1
.0
.1
.2
.0
.0
.0
.0
.0
.0
0
0
0
40651
3905
664
743
1373
773
0
0
0
0
0
0
.0
.0
.0
.4
.5
.8
.0
.9
.2
.0
.0
.0
.0
.0
.0
0
0
0
40651
14004
9904
11650
6215
5865
0
0
0
0
0
0
.0
.0
.0
.4
.4
.9
.0
.0
.4
.0
.0
.0
.0
.0
.0
Total
40179.3
48111.7
88291.1
Final Report — September 1998
9811ap2B.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2B-21
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 1995 (Hour 18)
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Range
- 2 .
- 7.
- 12.
- 17.
- 22.
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Range
- 2.
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42.
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Vehicle Miles
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
FREEWAY
0
0
0
130
203
2050
413
0
0
6551
37949
12924
13776
0
0
74000
COLLECTOR
0
0
0
0
5930
5426
6405
2843
2990
0
0
0
0
0
0
.0
.0
.0
.3
.2
.2
.8
.0
.0
.8
.8
.8
.2
.0
.0
.0
.0
.0
.0
.0
.7
.4
.3
.0
.4
.0
.0
.0
.0
.0
.0
ARTERIAL
0
0
0
4
1476
6828
49780
60096
14033
18201
0
0
0
0
0
.0
.0
.0
.7
.4
.9
.2
.5
.7
.9
.0
.0
.0
.0
.0
150422 .4
Vehicle Miles
LOCAL
0
0
0
23873
2293
390
436
806
454
0
0
0
0
0
0
.0
.0
.0
.3
.6
.4
.4
.8
.1
.0
.0
.0
.0
.0
.0
Total
0
0
0
135
1679
8879
50194
60096
14033
24753
37949
12924
13776
0
0
224422
Total
0
0
0
23873
8224
5816
6841
3649
3444
0
0
0
0
0
0
.0
.0
.0
.0
.6
.1
.0
.5
.7
.7
.8
.8
.2
.0
.0
.3
.0
.0
.0
.3
.3
.8
.6
.8
.5
.0
.0
.0
.0
.0
.0
Total
23595.9
28254.5
51850.4
9811ap2B.wpd
Final Report — September 1998
-------
2B-22
SYSTEMS APPLICA TIONS INTERN A TIONAL
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 1995 (Hour 19)
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Range
- 2 .
- 7.
- 12.
- 17.
- 22.
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Range
- 2.
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42.
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Vehicle Miles
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
FREEWAY
0
0
0
74
116
1173
236
0
0
3749
21718
7396
7883
0
0
42349
COLLECTOR
0
0
0
0
3394
3105
3665
1627
1711
0
0
0
0
0
0
.0
.0
.0
.5
.3
.3
.8
.0
.0
.5
.3
.7
.9
.0
.0
.4
.0
.0
.0
.0
.1
.5
.7
.0
.4
.0
.0
.0
.0
.0
.0
ARTERIAL
0
0
0
2
844
3908
28488
34392
8031
10416
0
0
0
0
0
.0
.0
.0
.7
.9
.1
.6
.7
.4
.8
.0
.0
.0
.0
.0
86085.1
Vehicle Miles
LOCAL
0
0
0
13662
1312
223
249
461
259
0
0
0
0
0
0
.0
.0
.0
.3
.6
.4
.7
.7
.9
.0
.0
.0
.0
.0
.0
Total
0
0
0
77
961
5081
28725
34392
8031
14166
21718
7396
7883
0
0
128434
Total
0
0
0
13662
4706
3328
3915
2088
1971
0
0
0
0
0
0
.0
.0
.0
.2
.2
.4
.4
.7
.4
.3
.3
.7
.9
.0
.0
.5
.0
.0
.0
.3
.7
.9
.4
.8
.3
.0
.0
.0
.0
.0
.0
Total
13503.7
16169.7
29673.3
Final Report — September 1998
9811ap2B.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2B-23
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 1995 (Hour 20)
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Range
- 2 .
- 7.
- 12.
- 17.
- 22.
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Range
- 2.
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42.
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Vehicle Miles
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
FREEWAY
0
0
0
46
72
732
147
0
0
2341
13564
4619
4924
0
0
26449
COLLECTOR
0
0
0
0
2119
1939
2289
1016
1068
0
0
0
0
0
0
.0
.0
.0
.6
.6
.8
.9
.0
.0
.8
.4
.7
.0
.0
.0
ARTERIAL
0
0
0
1
527
2440
17792
21480
5016
6505
0
0
0
0
0
.0
.0
.0
.7
.7
.8
.9
.3
.1
.9
.0
.0
.0
.0
.0
.8 53765.4
Vehicle Miles
.0
.0
.0
.0
.8
.6
.4
.2
.9
.0
.0
.0
.0
.0
.0
LOCAL
0
0
0
8533
819
139
156
288
162
0
0
0
0
0
0
.0
.0
.0
.0
.8
.5
.0
.4
.3
.0
.0
.0
.0
.0
.0
Total
0
0
0
48
600
3173
17940
21480
5016
8847
13564
4619
4924
0
0
80215
Total
0
0
0
8533
2939
2079
2445
1304
1231
0
0
0
0
0
0
.0
.0
.0
.2
.3
.6
.8
.3
.1
.7
.4
.7
.0
.0
.0
.2
.0
.0
.0
.0
.6
.1
.4
.6
.2
.0
.0
.0
.0
.0
.0
Total
8433.9
10098.9
18532.8
9811ap2B.wpd
Final Report — September 1998
-------
2B-24
SYSTEMS APPLICA TIONS INTERN A TIONAL
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 1995 (Hour 21)
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Range
- 2 .
- 7.
- 12.
- 17.
- 22.
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Range
- 2.
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42.
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Vehicle Miles
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
FREEWAY
0
0
0
46
72
728
147
0
0
2328
13488
4593
4896
0
0
26301
COLLECTOR
0
0
0
0
2107
1928
2276
1010
1062
0
0
0
0
0
0
.0
.0
.0
.3
.2
.7
.1
.0
.0
.6
.2
.7
.3
.0
.0
.2
.0
.0
.0
.0
.9
.7
.6
.5
.9
.0
.0
.0
.0
.0
.0
ARTERIAL
0
0
0
1
524
2427
17693
21359
4987
6469
0
0
0
0
0
.0
.0
.0
.7
.8
.1
.0
.6
.9
.3
.0
.0
.0
.0
.0
53463.3
Vehicle Miles
LOCAL
0
0
0
8485
815
138
155
286
161
0
0
0
0
0
0
.0
.0
.0
.0
.2
.8
.1
.8
.4
.0
.0
.0
.0
.0
.0
Total
0
0
0
48
597
3155
17840
21359
4987
8798
13488
4593
4896
0
0
79764
Total
0
0
0
8485
2923
2067
2431
1297
1224
0
0
0
0
0
0
.0
.0
.0
.0
.0
.8
.0
.6
.9
.0
.2
.7
.3
.0
.0
.5
.0
.0
.0
.0
.1
.4
.7
.2
.3
.0
.0
.0
.0
.0
.0
Total
8386.5
10042.2
18428.7
Final Report — September 1998
9811ap2B.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2B-25
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 1995 (Hour 22)
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Range
- 2
- 7
- 12
- 17
- 22
- 27
- 32
- 37
- 42
- 47
- 52
- 57
- 62
- 67
- 72
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
FREEWAY
0
0
0
28
43
440
88
0
0
1407
8153
2777
2959
0
0
Vehicle Miles
ARTERIAL
.0
.0
.0
.0
.7
.5
.9
.0
.0
.7
.9
.0
.9
.0
.0
0
0
0
1
317
1467
10695
12912
3015
3910
0
0
0
0
0
.0
.0
.0
.0
.2
.2
.7
.4
.3
.9
.0
.0
.0
.0
.0
Total
0
0
0
29
360
1907
10784
12912
3015
5318
8153
2777
2959
0
0
.0
.0
.0
.0
.9
.8
.7
.4
.3
.6
.9
.0
.9
.0
.0
Total
Speed Range
15899.6
COLLECTOR
32319.7
Vehicle Miles
LOCAL
48219.3
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2
- 7
- 12
- 17
- 22
- 27
- 32
- 37
- 42
- 47
- 52
- 57
- 62
- 67
- 72
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0
0
0
0
1274
1165
1376
610
642
0
0
0
0
0
0
.0
.0
.0
.0
.3
.9
.2
.8
.5
.0
.0
.0
.0
.0
.0
0
0
0
5129
492
83
93
173
97
0
0
0
0
0
0
.0
.0
.0
.4
.8
.9
.8
.4
.6
.0
.0
.0
.0
.0
.0
0
0
0
5129
1767
1249
1470
784
740
0
0
0
0
0
0
.0
.0
.0
.4
.1
.8
.0
.2
.1
.0
.0
.0
.0
.0
.0
Total
5069.8
6070.7
11140.5
9811ap2B.wpd
Final Report — September 1998
-------
2B-26
SYSTEMS APPLICA TIONS INTERN A TIONAL
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 1995 (Hour 23)
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Range
- 2 .
- 7.
- 12.
- 17.
- 22.
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Range
- 2.
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42.
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Vehicle Miles
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
FREEWAY
0
0
0
13
20
205
41
0
0
657
3810
1297
1383
0
0
7429
COLLECTOR
0
0
0
0
595
544
643
285
300
0
0
0
0
0
0
.0
.0
.0
.1
.4
.8
.5
.0
.0
.8
.2
.7
.1
.0
.0
.7
.0
.0
.0
.0
.5
.8
.1
.4
.2
.0
.0
.0
.0
.0
.0
ARTERIAL
0
0
0
0
148
685
4998
6033
1409
1827
0
0
0
0
0
.0
.0
.0
.5
.2
.6
.0
.8
.0
.5
.0
.0
.0
.0
.0
15102.6
Vehicle Miles
LOCAL
0
0
0
2396
230
39
43
81
45
0
0
0
0
0
0
.0
.0
.0
.9
.3
.2
.8
.0
.6
.0
.0
.0
.0
.0
.0
Total
0
0
0
13
168
891
5039
6033
1409
2485
3810
1297
1383
0
0
22532
Total
0
0
0
2396
825
584
686
366
345
0
0
0
0
0
0
.0
.0
.0
.5
.6
.5
.6
.8
.0
.3
.2
.7
.1
.0
.0
.4
.0
.0
.0
.9
.7
.0
.9
.4
.8
.0
.0
.0
.0
.0
.0
Total
2369.1
2836.8
5205.9
Final Report — September 1998
9811ap2B.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2B-27
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 1995 (Hour 24)
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Range
- 2 .
- 7.
- 12.
- 17.
- 22.
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Range
- 2.
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42.
- 47.
- 52.
- 57.
- 62.
- 67.
- 72 .
Vehicle Miles
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
FREEWAY
0
0
0
4
7
74
15
0
0
236
1371
467
497
0
0
2674
COLLECTOR
0
0
0
0
214
196
231
102
108
0
0
0
0
0
0
.0
.0
.0
.7
.3
.1
.0
.0
.0
.8
.7
.2
.9
.0
.0
.7
.0
.0
.0
.0
.4
.1
.5
.8
.1
.0
.0
.0
.0
.0
.0
ARTERIAL
0
0
0
0
53
246
1799
2172
507
657
0
0
0
0
0
.0
.0
.0
.2
.4
.8
.3
.2
.2
.9
.0
.0
.0
.0
.0
5437.0
Vehicle Miles
LOCAL
0
0
0
862
82
14
15
29
16
0
0
0
0
0
0
.0
.0
.0
.9
.9
.1
.8
.2
.4
.0
.0
.0
.0
.0
.0
Total
0
0
0
4
60
320
1814
2172
507
894
1371
467
497
0
0
8111
Total
0
0
0
862
297
210
247
131
124
0
0
0
0
0
0
.0
.0
.0
.9
.7
.9
.2
.2
.2
.7
.7
.2
.9
.0
.0
.7
.0
.0
.0
.9
.3
.2
.3
.9
.5
.0
.0
.0
.0
.0
.0
Total
852.9
1021.2
1874.1
9811ap2B.wpd
Final Report — September 1998
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL 2C-1
APPENDIX 2c
HOURLY VMT MODEL OUTPUT BY FUNCTIONAL CLASS
AND SPEED FOR ADA COUNTY IN 2015
98llap2C.wpd Final Report — September 1998
-------
2C-2 SYSTEMSAPPLICA TIONSINTERNA TIONAL
Final Report — September 1998 981 lap2C.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2C-3
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 2015 (Hour 1]
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72.
Range
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
0
0
0
3
4
55
19
0
0
173
1123
328
364
0
0
2072
COLLECTOR
0
0
0
0
198
151
302
146
100
0
0
0
0
0
.0
.0
.0
.4
.7
.1
.8
.0
.0
.6
.6
.2
.4
.0
.0
.7
.0
.0
.0
.0
.3
.7
.6
.8
.6
.0
.0
.0
.0
.0
0
0
0
0
37
191
1513
1977
469
629
0
0
0
0
0
.0
.0
.0
.0
.5
.1
.4
.2
.0
.3
.0
.0
.0
.0
.0
4817.6
Vehicle Miles
LOCAL
0
0
0
721
72
10
17
31
13
0
0
0
0
0
.0
.0
.0
.0
.8
.1
.4
.0
.0
.0
.0
.0
.0
.0
0
0
0
3
42
246
1533
1977
469
802
1123
328
364
0
0
6890
Total
0
0
0
721
271
161
320
177
113
0
0
0
0
0
.0
.0
.0
.4
.2
.2
.1
.2
.0
.9
.6
.2
.4
.0
.0
.2
.0
.0
.0
.0
.1
.8
.0
.8
.6
.0
.0
.0
.0
.0
9811ap2C.wpd
Final Report — September 1998
-------
2C-4 SYSTEMSAPPLICA TIONSINTERNA TIONAL
67.5- 72.5 0.0 0.0 0.0
Total 899.9 865.4 1765.4
Final Report — September 1998 981 lap2C.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2C-5
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 2015 (Hour 2]
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72.
Range
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
0
0
0
2
3
42
15
0
0
135
873
255
283
0
0
1612
COLLECTOR
0
0
0
0
154
118
235
114
78
0
0
0
0
0
.0
.0
.0
.6
.6
.9
.4
.0
.0
.0
.9
.2
.4
.0
.0
.1
.0
.0
.0
.0
.2
.0
.3
.2
.2
.0
.0
.0
.0
.0
0
0
0
0
29
148
1177
1537
364
489
0
0
0
0
0
.0
.0
.0
.0
.2
.7
.1
.8
.8
.4
.0
.0
.0
.0
.0
3747.0
Vehicle Miles
LOCAL
0
0
0
560
56
7
13
24
10
0
0
0
0
0
.0
.0
.0
.8
.6
.9
.6
.1
.1
.0
.0
.0
.0
.0
0
0
0
2
32
191
1192
1537
364
624
873
255
283
0
0
5359
Total
0
0
0
560
210
125
248
138
88
0
0
0
0
0
.0
.0
.0
.6
.8
.5
.4
.8
.8
.5
.9
.2
.4
.0
.0
.1
.0
.0
.0
.8
.9
.8
.9
.3
.4
.0
.0
.0
.0
.0
9811ap2C.wpd
Final Report — September 1998
-------
2C-6 SYSTEMSAPPLICA TIONSINTERNA TIONAL
67.5- 72.5 0.0 0.0 0.0
Total 699.9 673.1 1373.1
Final Report — September 1998 981 lap2C.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2C-7
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 2015 (Hour 3!
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72.
Range
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
0
0
0
1
1
18
6
0
0
57
374
109
121
0
0
690
COLLECTOR
0
0
0
0
66
50
100
48
33
0
0
0
0
0
.0
.0
.0
.1
.6
.4
.6
.0
.0
.9
.5
.4
.5
.0
.0
.9
.0
.0
.0
.0
.1
.6
.9
.9
.5
.0
.0
.0
.0
.0
0
0
0
0
12
63
504
659
156
209
0
0
0
0
0
.0
.0
.0
.0
.5
.7
.5
.1
.3
.8
.0
.0
.0
.0
.0
1605.9
Vehicle Miles
LOCAL
0
0
0
240
24
3
5
10
4
0
0
0
0
0
.0
.0
.0
.3
.3
.4
.8
.3
.3
.0
.0
.0
.0
.0
0
0
0
1
14
82
511
659
156
267
374
109
121
0
0
2296
Total
0
0
0
240
90
53
106
59
37
0
0
0
0
0
.0
.0
.0
.1
.1
.1
.0
.1
.3
.6
.5
.4
.5
.0
.0
.7
.0
.0
.0
.3
.4
.9
.7
.3
.9
.0
.0
.0
.0
.0
9811ap2C.wpd
Final Report — September 1998
-------
2C-8 SYSTEMSAPPLICA TIONSINTERNA TIONAL
67.5- 72.5 0.0 0.0 0.0
Total 300.0 288.5 588.5
Final Report — September 1998 981 lap2C.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2C-9
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 2015 (Hour 4}
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72.
Range
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
0
0
0
13
19
226
81
0
0
713
4619
1349
1498
0
0
8521
COLLECTOR
0
0
0
0
815
623
1243
603
413
0
0
0
0
0
.0
.0
.0
.9
.2
.5
.2
.0
.0
.7
.4
.1
.0
.0
.0
.0
.0
.0
.0
.0
.3
.5
.9
.4
.5
.0
.0
.0
.0
.0
0
0
0
0
154
785
6221
8128
1928
2587
0
0
0
0
0
.0
.0
.0
.0
.3
.8
.7
.5
.1
.1
.0
.0
.0
.0
.0
19805.5
Vehicle Miles
LOCAL
0
0
0
2964
299
41
71
127
53
0
0
0
0
0
.0
.0
.0
.3
.3
.5
.7
.6
.6
.0
.0
.0
.0
.0
0
0
0
13
173
1012
6302
8128
1928
3300
4619
1349
1498
0
0
28326
Total
0
0
0
2964
1114
665
1315
731
467
0
0
0
0
0
.0
.0
.0
.9
.5
.4
.9
.5
.1
.8
.4
.1
.0
.0
.0
.5
.0
.0
.0
.3
.6
.1
.6
.0
.1
.0
.0
.0
.0
.0
9811ap2C.wpd
Final Report — September 1998
-------
2C-10 SYSTEMS APPLICATIONS INTERNATIONAL
67.5- 72.5 0.0 0.0 0.0
Total 3699.7 3558.0 7257.6
Final Report — September 1998 981 lap2C.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2C-11
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 2015 (Hour 5;
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72.
Range
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
0
0
0
48
66
789
283
0
0
2488
16105
4703
5222
0
0
29708
COLLECTOR
0
0
0
0
2842
2174
4336
2103
1441
0
0
0
0
0
.0
.0
.0
.4
.9
.8
.2
.0
.0
.5
.4
.5
.8
.0
.0
.4
.0
.0
.0
.0
.5
.0
.9
.8
.7
.0
.0
.0
.0
.0
0
0
0
0
538
2739
21691
28340
6722
9019
0
0
0
0
0
.0
.0
.0
.0
.1
.8
.9
.0
.1
.8
.0
.0
.0
.0
.0
69051.7
Vehicle Miles
LOCAL
0
0
0
10334
1043
144
250
444
186
0
0
0
0
0
.0
.0
.0
.8
.6
.8
.0
.8
.7
.0
.0
.0
.0
.0
0
0
0
48
604
3529
21975
28340
6722
11508
16105
4703
5222
0
0
98760
Total
0
0
0
10334
3886
2318
4586
2548
1628
0
0
0
0
0
.0
.0
.0
.4
.9
.6
.1
.0
.1
.3
.4
.5
.8
.0
.0
.1
.0
.0
.0
.8
.2
.8
.8
.6
.4
.0
.0
.0
.0
.0
9811ap2C.wpd
Final Report — September 1998
-------
2C-12 SYSTEMS APPLICATIONS INTERNATIONAL
67.5- 72.5 0.0 0.0 0.0
Total 12898.9 12404.8 25303.7
Final Report — September 1998 981 lap2C.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2C-13
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 2015 (Hour 6;
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72.
Range
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
0
0
0
145
200
2369
849
0
0
7465
48316
14110
15668
0
0
89125
COLLECTOR
0
0
0
0
8527
6522
13010
6311
4325
0
0
0
0
0
.0
.0
.0
.3
.6
.4
.6
.0
.0
.4
.1
.5
.3
.0
.0
.3
.0
.0
.0
.0
.6
.0
.6
.5
.1
.0
.0
.0
.0
.0
0
0
0
0
1614
8219
65075
85019
20166
27059
0
0
0
0
0
.0
.0
.0
.0
.2
.3
.6
.8
.4
.3
.0
.0
.0
.0
.0
207154.6
Vehicle Miles
LOCAL
0
0
0
31004
3130
434
749
1334
560
0
0
0
0
0
.0
.0
.0
.6
.9
.5
.9
.3
.1
.0
.0
.0
.0
.0
0
0
0
145
1814
10588
65925
85019
20166
34524
48316
14110
15668
0
0
296279
Total
0
0
0
31004
11658
6956
13760
7645
4885
0
0
0
0
0
.0
.0
.0
.3
.8
.7
.3
.8
.4
.7
.1
.5
.3
.0
.0
.8
.0
.0
.0
.6
.5
.5
.5
.7
.3
.0
.0
.0
.0
.0
9811ap2C.wpd
Final Report — September 1998
-------
2C-14 SYSTEMS APPLICATIONS INTERNATIONAL
67.5- 72.5 0.0 0.0 0.0
Total 38696.8 37214.3 75911.1
Final Report — September 1998 981 lap2C.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2C-15
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 2015 (Hour 1}
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72.
Range
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
0
0
0
270
373
4414
1582
0
0
13908
90015
26288
29190
0
0
166044
COLLECTOR
0
0
0
0
15887
12150
24239
11758
8058
0
0
0
0
0
.0
.0
.0
.8
.7
.3
.9
.0
.0
.5
.3
.6
.8
.0
.0
.9
.0
.0
.0
.0
.3
.8
.3
.6
.0
.0
.0
.0
.0
.0
0
0
0
0
3007
15312
121239
158396
37570
50412
0
0
0
0
0
.0
.0
.0
.0
.3
.9
.2
.7
.9
.9
.0
.0
.0
.0
.0
385939.9
Vehicle Miles
LOCAL
0
0
0
57763
5833
809
1397
2485
1043
0
0
0
0
0
.0
.0
.0
.2
.0
.5
.2
.8
.6
.0
.0
.0
.0
.0
0
0
0
270
3381
19727
122822
158396
37570
64321
90015
26288
29190
0
0
551984
Total
0
0
0
57763
21720
12960
25636
14244
9101
0
0
0
0
0
.0
.0
.0
.8
.0
.2
.0
.7
.9
.3
.3
.6
.8
.0
.0
.8
.0
.0
.0
.2
.3
.3
.5
.4
.5
.0
.0
.0
.0
.0
9811ap2C.wpd
Final Report — September 1998
-------
2C-16 SYSTEMS APPLICATIONS INTERNATIONAL
67.5- 72.5 0.0 0.0 0.0
Total 72094.0 69332.3 141426.2
Final Report — September 1998 981 lap2C.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2C-17
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 2015 (Hour 8]
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72.
Range
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
0
0
0
211
291
3447
1236
0
0
10860
70289
20527
22793
0
0
129657
COLLECTOR
0
0
0
0
12405
9488
18927
9181
6292
0
0
0
0
0
.0
.0
.0
.4
.8
.0
.0
.0
.0
.6
.3
.7
.9
.0
.0
.8
.0
.0
.0
.0
.8
.1
.5
.8
.1
.0
.0
.0
.0
.0
0
0
0
0
2348
11957
94670
123685
29337
39365
0
0
0
0
0
.0
.0
.0
.0
.3
.2
.7
.4
.6
.4
.0
.0
.0
.0
.0
301364.6
Vehicle Miles
LOCAL
0
0
0
45104
4554
632
1091
1941
814
0
0
0
0
0
.0
.0
.0
.8
.8
.1
.0
.1
.9
.0
.0
.0
.0
.0
0
0
0
211
2640
15404
95906
123685
29337
50225
70289
20527
22793
0
0
431022
Total
0
0
0
45104
16960
10120
20018
11122
7107
0
0
0
0
0
.0
.0
.0
.4
.1
.2
.7
.4
.6
.9
.3
.7
.9
.0
.0
.3
.0
.0
.0
.8
.5
.1
.5
.9
.0
.0
.0
.0
.0
.0
9811ap2C.wpd
Final Report — September 1998
-------
2C-18 SYSTEMS APPLICATIONS INTERNATIONAL
67.5- 72.5 0.0 0.0 0.0
Total 56295.3 54138.6 110433.9
Final Report — September 1998 981 lap2C.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2C-19
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 2015 (Hour 9;
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72.
Range
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
0
0
0
216
299
3532
1266
0
0
11130
72037
21038
23360
0
0
132882
COLLECTOR
0
0
0
0
12714
9724
19398
9410
6448
0
0
0
0
0
.0
.0
.0
.7
.1
.7
.7
.0
.0
.6
.2
.2
.8
.0
.0
.0
.0
.0
.0
.0
.3
.0
.2
.1
.6
.0
.0
.0
.0
.0
0
0
0
0
2406
12254
97024
126760
30067
40344
0
0
0
0
0
.0
.0
.0
.0
.7
.6
.9
.7
.2
.3
.0
.0
.0
.0
.0
308858.4
Vehicle Miles
LOCAL
0
0
0
46226
4668
647
1118
1989
835
0
0
0
0
0
.0
.0
.0
.4
.0
.8
.1
.3
.1
.0
.0
.0
.0
.0
0
0
0
216
2705
15787
98291
126760
30067
51474
72037
21038
23360
0
0
441740
Total
0
0
0
46226
17382
10371
20516
11399
7283
0
0
0
0
0
.0
.0
.0
.7
.8
.3
.6
.7
.2
.9
.2
.2
.8
.0
.0
.3
.0
.0
.0
.4
.3
.8
.4
.5
.7
.0
.0
.0
.0
.0
9811ap2C.wpd
Final Report — September 1998
-------
2C-20 SYSTEMS APPLICATIONS INTERNATIONAL
67 .5 - 72 .5 0.0 0.0 0.0
Total 57695.2 55484.8 113180.1
Final Report — September 1998 981 lap2C.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2C-21
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 2015 (Hour 10]
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72.
Range
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
0
0
0
261
360
4261
1528
0
0
13426
86894
25377
28178
0
0
160287
COLLECTOR
0
0
0
0
15336
11729
23398
11350
7778
0
0
0
0
0
.0
.0
.0
.4
.7
.3
.0
.0
.0
.2
.1
.1
.7
.0
.0
.5
.0
.0
.0
.0
.4
.4
.9
.9
.6
.0
.0
.0
.0
.0
0
0
0
0
2903
14781
117035
152904
36268
48664
0
0
0
0
0
.0
.0
.0
.0
.1
.9
.3
.0
.2
.8
.0
.0
.0
.0
.0
372557.2
Vehicle Miles
LOCAL
0
0
0
55760
5630
781
1348
2399
1007
0
0
0
0
0
.0
.0
.0
.2
.8
.4
.7
.6
.4
.0
.0
.0
.0
.0
0
0
0
261
3263
19043
118563
152904
36268
62091
86894
25377
28178
0
0
532844
Total
0
0
0
55760
20967
12510
24747
13750
8785
0
0
0
0
0
.0
.0
.0
.4
.8
.2
.3
.0
.2
.0
.1
.1
.7
.0
.0
.7
.0
.0
.0
.2
.2
.9
.6
.5
.9
.0
.0
.0
.0
.0
9811ap2C.wpd
Final Report — September 1998
-------
2C-22 SYSTEMS APPLICATIONS INTERNATIONAL
67.5- 72.5 0.0 0.0 0.0
Total 69594.2 66928.1 136522.2
Final Report — September 1998 981 lap2C.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2C-23
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 2015 (Hour 11]
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72.
Range
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
0
0
0
274
379
4481
1607
0
0
14120
91388
26689
29636
0
0
168578
COLLECTOR
0
0
0
0
16129
12336
24609
11938
8180
0
0
0
0
0
.0
.0
.0
.9
.4
.7
.0
.0
.0
.7
.6
.7
.2
.0
.0
.2
.0
.0
.0
.0
.7
.1
.2
.0
.9
.0
.0
.0
.0
.0
0
0
0
0
3053
15546
123088
160813
38144
51182
0
0
0
0
0
.0
.0
.0
.0
.2
.5
.8
.0
.1
.0
.0
.0
.0
.0
.0
391827.7
Vehicle Miles
LOCAL
0
0
0
58644
5922
821
1418
2523
1059
0
0
0
0
0
.0
.0
.0
.4
.0
.8
.5
.7
.5
.0
.0
.0
.0
.0
0
0
0
274
3432
20028
124695
160813
38144
65302
91388
26689
29636
0
0
560405
Total
0
0
0
58644
22051
13158
26027
14461
9240
0
0
0
0
0
.0
.0
.0
.9
.6
.2
.8
.0
.1
.7
.6
.7
.2
.0
.0
.9
.0
.0
.0
.4
.7
.0
.7
.7
.4
.0
.0
.0
.0
.0
9811ap2C.wpd
Final Report — September 1998
-------
2C-24 SYSTEMS APPLICATIONS INTERNATIONAL
67.5- 72.5 0.0 0.0 0.0
Total 73193.9 70390.0 143583.9
Final Report — September 1998 981 lap2C.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2C-25
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 2015 (Hour 12;
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72.
Range
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
0
0
0
278
384
4542
1629
0
0
14313
92637
27054
30041
0
0
170881
COLLECTOR
0
0
0
0
16350
12504
24945
12101
8292
0
0
0
0
0
.0
.0
.0
.7
.6
.9
.0
.0
.0
.6
.1
.3
.0
.0
.0
.1
.0
.0
.0
.0
.1
.7
.3
.1
.7
.0
.0
.0
.0
.0
0
0
0
0
3094
15758
124770
163009
38665
51881
0
0
0
0
0
.0
.0
.0
.0
.9
.9
.5
.9
.3
.1
.0
.0
.0
.0
.0
397180.6
Vehicle Miles
LOCAL
0
0
0
59445
6002
833
1437
2558
1074
0
0
0
0
0
.0
.0
.0
.4
.9
.1
.9
.2
.0
.0
.0
.0
.0
.0
0
0
0
278
3479
20301
126399
163009
38665
66194
92637
27054
30041
0
0
568061
Total
0
0
0
59445
22353
13337
26383
14659
9366
0
0
0
0
0
.0
.0
.0
.7
.5
.8
.5
.9
.3
.7
.1
.3
.0
.0
.0
.8
.0
.0
.0
.4
.0
.7
.2
.3
.6
.0
.0
.0
.0
.0
9811ap2C.wpd
Final Report — September 1998
-------
2C-26 SYSTEMS APPLICATIONS INTERNATIONAL
67.5- 72.5 0.0 0.0 0.0
Total 74193.8 71351.4 145545.2
Final Report — September 1998 981 lap2C.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2C-27
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 2015 (Hour 13!
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72.
Range
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
0
0
0
276
382
4512
1618
0
0
14217
92012
26872
29838
0
0
169729
COLLECTOR
0
0
0
0
16239
12420
24777
12019
8236
0
0
0
0
0
.0
.0
.0
.8
.0
.3
.0
.0
.0
.1
.9
.0
.6
.0
.0
.7
.0
.0
.0
.0
.9
.4
.2
.5
.8
.0
.0
.0
.0
.0
0
0
0
0
3074
15652
123929
161911
38404
51531
0
0
0
0
0
.0
.0
.0
.0
.1
.7
.8
.6
.7
.6
.0
.0
.0
.0
.0
394504.5
Vehicle Miles
LOCAL
0
0
0
59044
5962
827
1428
2541
1066
0
0
0
0
0
.0
.0
.0
.8
.5
.4
.2
.0
.7
.0
.0
.0
.0
.0
0
0
0
276
3456
20165
125547
161911
38404
65748
92012
26872
29838
0
0
564234
Total
0
0
0
59044
22202
13247
26205
14560
9303
0
0
0
0
0
.0
.0
.0
.8
.1
.0
.8
.6
.7
.7
.9
.0
.6
.0
.0
.2
.0
.0
.0
.8
.4
.9
.4
.5
.5
.0
.0
.0
.0
.0
9811ap2C.wpd
Final Report — September 1998
-------
2C-28 SYSTEMS APPLICATIONS INTERNATIONAL
67 .5 - 72 .5 0.0 0.0 0.0
Total 73693.9 70870.6 144564.5
Final Report — September 1998 981 lap2C.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2C-29
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 2015 (Hour 14}
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72.
Range
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
0
0
0
278
384
4536
1626
0
0
14294
92512
27017
30000
0
0
170650
COLLECTOR
0
0
0
0
16328
12487
24911
12084
8281
0
0
0
0
0
.0
.0
.0
.3
.1
.8
.8
.0
.0
.3
.2
.8
.6
.0
.0
.9
.0
.0
.0
.0
.0
.8
.7
.8
.5
.0
.0
.0
.0
.0
0
0
0
0
3090
15737
124602
162790
38613
51811
0
0
0
0
0
.0
.0
.0
.0
.8
.7
.3
.2
.1
.2
.0
.0
.0
.0
.0
396645.3
Vehicle Miles
LOCAL
0
0
0
59365
5994
831
1435
2554
1072
0
0
0
0
0
.0
.0
.0
.3
.8
.9
.9
.7
.5
.0
.0
.0
.0
.0
0
0
0
278
3474
20274
126229
162790
38613
66105
92512
27017
30000
0
0
567296
Total
0
0
0
59365
22322
13319
26347
14639
9354
0
0
0
0
0
.0
.0
.0
.3
.8
.4
.1
.2
.1
.5
.2
.8
.6
.0
.0
.2
.0
.0
.0
.3
.9
.8
.7
.5
.0
.0
.0
.0
.0
.0
9811ap2C.wpd
Final Report — September 1998
-------
2C-30 SYSTEMS APPLICATIONS INTERNATIONAL
67 .5 - 72 .5 0.0 0.0 0.0
Total 74093.8 71255.3 145349.1
Final Report — September 1998 981 lap2C.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2C-31
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 2015 (Hour 15;
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72.
Range
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
0
0
0
310
428
5057
1813
0
0
15934
103124
30117
33441
0
0
190226
COLLECTOR
0
0
0
0
18201
13920
27769
13471
9231
0
0
0
0
0
.0
.0
.0
.2
.1
.2
.4
.0
.0
.0
.3
.1
.9
.0
.0
.2
.0
.0
.0
.0
.0
.3
.3
.0
.4
.0
.0
.0
.0
.0
0
0
0
0
3445
17542
138895
181463
43042
57754
0
0
0
0
0
.0
.0
.0
.0
.3
.9
.9
.7
.5
.5
.0
.0
.0
.0
.0
442144.8
Vehicle Miles
LOCAL
0
0
0
66175
6682
927
1600
2847
1195
0
0
0
0
0
.0
.0
.0
.2
.5
.4
.7
.8
.5
.0
.0
.0
.0
.0
0
0
0
310
3873
22600
140709
181463
43042
73688
103124
30117
33441
0
0
632371
Total
0
0
0
66175
24883
14847
29370
16318
10427
0
0
0
0
0
.0
.0
.0
.2
.4
.1
.3
.7
.5
.5
.3
.1
.9
.0
.0
.0
.0
.0
.0
.2
.5
.7
.0
.8
.0
.0
.0
.0
.0
.0
9811ap2C.wpd
Final Report — September 1998
-------
2C-32 SYSTEMS APPLICATIONS INTERNATIONAL
67 .5 - 72 .5 0.0 0.0 0.0
Total 82593.1 79429.0 162022.1
Final Report — September 1998 981 lap2C.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2C-33
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 2015 (Hour 16}
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72.
Range
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
0
0
0
350
484
5718
2050
0
0
18017
116607
34054
37814
0
0
215098
COLLECTOR
0
0
0
0
20580
15740
31400
15232
10438
0
0
0
0
0
.0
.0
.0
.8
.1
.4
.5
.0
.0
.3
.9
.9
.5
.0
.0
.4
.0
.0
.0
.0
.8
.4
.2
.4
.5
.0
.0
.0
.0
.0
0
0
0
0
3895
19836
157055
205190
48670
65305
0
0
0
0
0
.0
.0
.0
.0
.8
.7
.6
.2
.3
.9
.0
.0
.0
.0
.0
499954.5
Vehicle Miles
LOCAL
0
0
0
74828
7556
1048
1809
3220
1351
0
0
0
0
0
.0
.0
.0
.0
.2
.6
.9
.2
.9
.0
.0
.0
.0
.0
0
0
0
350
4379
25555
159106
205190
48670
83323
116607
34054
37814
0
0
715052
Total
0
0
0
74828
28137
16789
33210
18452
11790
0
0
0
0
0
.0
.0
.0
.8
.9
.1
.1
.2
.3
.3
.9
.9
.5
.0
.0
.9
.0
.0
.0
.0
.1
.0
.1
.5
.3
.0
.0
.0
.0
.0
9811ap2C.wpd
Final Report — September 1998
-------
2C-34 SYSTEMS APPLICATIONS INTERNATIONAL
67.5- 72.5 0.0 0.0 0.0
Total 93392.3 89814.8 183207.1
Final Report — September 1998 981 lap2C.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2C-35
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 2015 (Hour 11}
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72.
Range
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
0
0
0
318
439
5191
1861
0
0
16358
105871
30919
34332
0
0
195292
COLLECTOR
0
0
0
0
18685
14291
28509
13829
9477
0
0
0
0
0
.0
.0
.0
.5
.5
.9
.7
.0
.0
.4
.0
.2
.6
.0
.0
.7
.0
.0
.0
.0
.8
.0
.0
.8
.3
.0
.0
.0
.0
.0
0
0
0
0
3537
18010
142595
186297
44188
59292
0
0
0
0
0
.0
.0
.0
.0
.1
.2
.0
.0
.9
.8
.0
.0
.0
.0
.0
453921.0
Vehicle Miles
LOCAL
0
0
0
67937
6860
952
1643
2923
1227
0
0
0
0
0
.0
.0
.0
.6
.5
.1
.3
.7
.4
.0
.0
.0
.0
.0
0
0
0
318
3976
23202
144456
186297
44188
75651
105871
30919
34332
0
0
649213
Total
0
0
0
67937
25546
15243
30152
16753
10704
0
0
0
0
0
.0
.0
.0
.5
.6
.1
.7
.0
.9
.1
.0
.2
.6
.0
.0
.7
.0
.0
.0
.6
.3
.1
.3
.5
.7
.0
.0
.0
.0
.0
9811ap2C.wpd
Final Report — September 1998
-------
2C-36 SYSTEMS APPLICATIONS INTERNATIONAL
67.5- 72.5 0.0 0.0 0.0
Total 84793.0 81544.5 166337.5
Final Report — September 1998 981 lap2C.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2C-37
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 2015 (Hour 18]
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72.
Range
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
0
0
0
187
258
3049
1093
0
0
9606
62174
18157
20162
0
0
114688
COLLECTOR
0
0
0
0
10973
8392
16742
8121
5565
0
0
0
0
0
.0
.0
.0
.0
.1
.0
.3
.0
.0
.7
.2
.7
.3
.0
.0
.4
.0
.0
.0
.0
.5
.6
.3
.7
.7
.0
.0
.0
.0
.0
0
0
0
0
2077
10576
83740
109405
25950
34820
0
0
0
0
0
.0
.0
.0
.0
.2
.7
.6
.4
.5
.6
.0
.0
.0
.0
.0
266571.0
Vehicle Miles
LOCAL
0
0
0
39897
4028
559
965
1717
720
0
0
0
0
0
.0
.0
.0
.2
.9
.1
.0
.0
.8
.0
.0
.0
.0
.0
0
0
0
187
2335
13625
84833
109405
25950
44427
62174
18157
20162
0
0
381259
Total
0
0
0
39897
15002
8951
17707
9838
6286
0
0
0
0
0
.0
.0
.0
.0
.3
.7
.9
.4
.5
.2
.2
.7
.3
.0
.0
.4
.0
.0
.0
.2
.4
.7
.3
.7
.5
.0
.0
.0
.0
.0
9811ap2C.wpd
Final Report — September 1998
-------
2C-38 SYSTEMS APPLICATIONS INTERNATIONAL
67 .5 - 72 .5 0.0 0.0 0.0
Total 49795.8 47888.0 97683.9
Final Report — September 1998 981 lap2C.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2C-39
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 2015 (Hour 19}
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72.
Range
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
0
0
0
107
147
1744
625
0
0
5497
35581
10391
11538
0
0
65634
COLLECTOR
0
0
0
0
6280
4803
9581
4648
3185
0
0
0
0
0
.0
.0
.0
.0
.7
.9
.7
.0
.0
.8
.6
.5
.7
.0
.0
.9
.0
.0
.0
.0
.0
.0
.4
.0
.2
.0
.0
.0
.0
.0
0
0
0
0
1188
6053
47923
62611
14851
19927
0
0
0
0
0
.0
.0
.0
.0
.8
.0
.9
.6
.2
.4
.0
.0
.0
.0
.0
152555.8
Vehicle Miles
LOCAL
0
0
0
22832
2305
320
552
982
412
0
0
0
0
0
.0
.0
.0
.8
.7
.0
.3
.6
.5
.0
.0
.0
.0
.0
0
0
0
107
1336
7797
48549
62611
14851
25425
35581
10391
11538
0
0
218190
Total
0
0
0
22832
8585
5123
10133
5630
3597
0
0
0
0
0
.0
.0
.0
.0
.5
.9
.6
.6
.2
.2
.6
.5
.7
.0
.0
.7
.0
.0
.0
.8
.7
.0
.7
.6
.7
.0
.0
.0
.0
.0
9811ap2C.wpd
Final Report — September 1998
-------
2C-40 SYSTEMS APPLICATIONS INTERNATIONAL
67.5- 72.5 0.0 0.0 0.0
Total 28497.6 27405.9 55903.5
Final Report — September 1998 981 lap2C.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2C-41
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 2015 (Hour 20;
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72.
Range
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
0
0
0
66
92
1089
390
0
0
3433
22222
6490
7206
0
0
40993
COLLECTOR
0
0
0
0
3922
2999
5984
2903
1989
0
0
0
0
0
.0
.0
.0
.9
.3
.8
.8
.0
.0
.7
.9
.1
.6
.0
.0
.0
.0
.0
.0
.0
.2
.8
.2
.0
.3
.0
.0
.0
.0
.0
0
0
0
0
742
3780
29931
39104
9275
12445
0
0
0
0
0
.0
.0
.0
.0
.4
.4
.5
.7
.5
.9
.0
.0
.0
.0
.0
95280.4
Vehicle Miles
LOCAL
0
0
0
14260
1440
199
344
613
257
0
0
0
0
0
.0
.0
.0
.5
.1
.8
.9
.7
.6
.0
.0
.0
.0
.0
0
0
0
66
834
4870
30322
39104
9275
15879
22222
6490
7206
0
0
136273
Total
0
0
0
14260
5362
3199
6329
3516
2247
0
0
0
0
0
.0
.0
.0
.9
.7
.2
.3
.7
.5
.6
.9
.1
.6
.0
.0
.5
.0
.0
.0
.5
.3
.6
.1
.6
.0
.0
.0
.0
.0
.0
9811ap2C.wpd
Final Report — September 1998
-------
2C-42 SYSTEMS APPLICATIONS INTERNATIONAL
67.5- 72.5 0.0 0.0 0.0
Total 17798.5 17116.7 34915.2
Final Report — September 1998 981 lap2C.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2C-43
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 2015 (Hour 21}
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72.
Range
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
0
0
0
66
91
1083
388
0
0
3414
22098
6453
7166
0
0
40762
COLLECTOR
0
0
0
0
3900
2982
5950
2886
1978
0
0
0
0
0
.0
.0
.0
.5
.7
.7
.6
.0
.0
.4
.1
.7
.1
.0
.0
.8
.0
.0
.0
.0
.2
.9
.6
.6
.2
.0
.0
.0
.0
.0
0
0
0
0
738
3759
29763
38885
9223
12376
0
0
0
0
0
.0
.0
.0
.0
.3
.2
.3
.1
.4
.0
.0
.0
.0
.0
.0
94745.2
Vehicle Miles
LOCAL
0
0
0
14180
1432
198
343
610
256
0
0
0
0
0
.0
.0
.0
.4
.0
.7
.0
.2
.2
.0
.0
.0
.0
.0
0
0
0
66
830
4842
30151
38885
9223
15790
22098
6453
7166
0
0
135508
Total
0
0
0
14180
5332
3181
6293
3496
2234
0
0
0
0
0
.0
.0
.0
.5
.0
.9
.9
.1
.4
.4
.1
.7
.1
.0
.0
.0
.0
.0
.0
.4
.2
.6
.6
.9
.4
.0
.0
.0
.0
.0
9811ap2C.wpd
Final Report — September 1998
-------
2C-44 SYSTEMS APPLICATIONS INTERNATIONAL
67.5- 72.5 0.0 0.0 0.0
Total 17698.5 17020.5 34719.0
Final Report — September 1998 981 lap2C.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2C-45
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 2015 (Hour 22;
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72.
Range
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
0
0
0
40
55
655
234
0
0
2064
13358
3901
4332
0
0
24641
COLLECTOR
0
0
0
0
2357
1803
3597
1745
1195
0
0
0
0
0
.0
.0
.0
.2
.5
.1
.9
.0
.0
.1
.7
.4
.1
.0
.0
.9
.0
.0
.0
.0
.8
.2
.2
.0
.8
.0
.0
.0
.0
.0
0
0
0
0
446
2272
17992
23506
5575
7481
0
0
0
0
0
.0
.0
.0
.0
.3
.5
.5
.7
.7
.5
.0
.0
.0
.0
.0
57275.3
Vehicle Miles
LOCAL
0
0
0
8572
865
120
207
368
154
0
0
0
0
0
.0
.0
.0
.3
.6
.1
.3
.9
.9
.0
.0
.0
.0
.0
0
0
0
40
501
2927
18227
23506
5575
9545
13358
3901
4332
0
0
81917
Total
0
0
0
8572
3223
1923
3804
2113
1350
0
0
0
0
0
.0
.0
.0
.2
.8
.6
.4
.7
.7
.6
.7
.4
.1
.0
.0
.2
.0
.0
.0
.3
.4
.4
.6
.9
.7
.0
.0
.0
.0
.0
9811ap2C.wpd
Final Report — September 1998
-------
2C-46 SYSTEMS APPLICATIONS INTERNATIONAL
67.5- 72.5 0.0 0.0 0.0
Total 10699.1 10289.2 20988.3
Final Report — September 1998 981 lap2C.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2C-47
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 2015 (Hour 23!
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72.
Range
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
0
0
0
18
25
306
109
0
0
964
6242
1823
2024
0
0
11514
COLLECTOR
0
0
0
0
1101
842
1681
815
558
0
0
0
0
0
.0
.0
.0
.8
.9
.1
.8
.0
.0
.5
.4
.1
.3
.0
.0
.9
.0
.0
.0
.0
.8
.6
.0
.4
.8
.0
.0
.0
.0
.0
0
0
0
0
208
1061
8407
10984
2605
3496
0
0
0
0
0
.0
.0
.0
.0
.6
.9
.7
.5
.5
.0
.0
.0
.0
.0
.0
26764.2
Vehicle Miles
LOCAL
0
0
0
4005
404
56
96
172
72
0
0
0
0
0
.0
.0
.0
.8
.5
.1
.9
.4
.4
.0
.0
.0
.0
.0
0
0
0
18
234
1368
8517
10984
2605
4460
6242
1823
2024
0
0
38279
Total
0
0
0
4005
1506
898
1777
987
631
0
0
0
0
0
.0
.0
.0
.8
.5
.0
.5
.5
.5
.6
.4
.1
.3
.0
.0
.1
.0
.0
.0
.8
.3
.8
.8
.8
.2
.0
.0
.0
.0
.0
9811ap2C.wpd
Final Report — September 1998
-------
2C-48 SYSTEMS APPLICATIONS INTERNATIONAL
67.5- 72.5 0.0 0.0 0.0
Total 4999.6 4808.0 9807.6
Final Report — September 1998 981 lap2C.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2C-49
PSRC-EMS Module 2.0 Sept 96XTR
Ada County Base Scenario 2015 (Hour 24}
Speed Processor: Off
SUMO 6
Summary of Travel by Link Speed and Profile Table
Speed Range
FREEWAY
Vehicle Miles
ARTERIAL
Total
0
2
7
12
17
22
27
32
37
42
47
52
57
62
67
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
Total
Speed
0
2
7
12
17
22
27
32
37
42
47
52
57
62
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
- 72.
Range
- 2 .
- 7.
- 12.
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47.
- 52.
- 57.
- 62.
- 67.
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
0
0
0
6
9
110
39
0
0
347
2247
656
728
0
0
4145
COLLECTOR
0
0
0
0
396
303
605
293
201
0
0
0
0
0
.0
.0
.0
.8
.3
.2
.5
.0
.0
.2
.3
.3
.8
.0
.0
.4
.0
.0
.0
.0
.6
.3
.1
.6
.2
.0
.0
.0
.0
.0
0
0
0
0
75
382
3026
3954
938
1258
0
0
0
0
0
.0
.0
.0
.0
.1
.3
.8
.4
.0
.6
.0
.0
.0
.0
.0
9635.1
Vehicle Miles
LOCAL
0
0
0
1442
145
20
34
62
26
0
0
0
0
0
.0
.0
.0
.1
.6
.2
.9
.1
.1
.0
.0
.0
.0
.0
0
0
0
6
84
492
3066
3954
938
1605
2247
656
728
0
0
13780
Total
0
0
0
1442
542
323
640
355
227
0
0
0
0
0
.0
.0
.0
.8
.4
.5
.3
.4
.0
.8
.3
.3
.8
.0
.0
.5
.0
.0
.0
.1
.3
.6
.0
.6
.2
.0
.0
.0
.0
.0
9811ap2C.wpd
Final Report — September 1998
-------
2C-50 SYSTEMS APPLICATIONS INTERNATIONAL
67.5- 72.5 0.0 0.0 0.0
Total 1799.9 1730.9 3530.7
Final Report — September 1998 981 lap2C.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL 2D-1
APPENDIX 2o
HOURLY VMT MODEL OUTPUT BY FUNCTIONAL CLASS
AND SPEED FOR CHICAGO IN 1996
(LIGHT DUTY AND HEAVY DUTY VEHICLES)
981 lap2D.wpd Final Report — September 1998
-------
2D-2 SYSTEMS APPLICATIONS INTERNATIONAL
Final Report — September 1998 98llap2D.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2D-3
***** SAI Onroad Model, Version 3.0, July 96 ***** Hour 1
Chicago 1996 Action (Enh.IM) ALL FLEET
SUM06 Speed Processor: On
Summary of Travel by Link Speed and Profile Table
Speed Range Vehicle Miles
FREEWAY
HIGHWAY
ARTERIAL
COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
- 2.
7 .
- 12.
- 17 .
- 22.
- 27 .
- 32.
- 37.
- 42.
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72.
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
211.
0.
0.
0.
0.
76.
26.
40.
6325.
8984.
100835.
0.
20679.
0.
.0
. 7
.0
.0
.0
.0
.0
. 1
.9
.0
.4
.4
.0
.5
.0
0.
0.
0.
0.
63.
1075.
12626.
10432.
21352.
16365.
5564 .
2694.
0.
0.
0.
.0
.0
.0
.0
.2
.0
.1
.8
.9
.8
.0
.0
.0
.0
.0
0.
0.
0.
0.
1558.
12020.
42601.
31102.
35520.
18847.
3554.
263.
0.
0.
0.
.0
.0
.0
.0
.1
. 1
.1
.6
.8
.5
.0
. 7
.0
.0
.0
0
0
0
0
3011
14485
20275
9924
10422
7226
2130
36
0
116
0
.0
.0
.0
.0
.2
.2
.4
.5
.6
.0
.9
.3
.0
.2
.0
0.
0.
0.
0.
224.
4227.
4316.
1453.
5520.
3548.
2132.
43.
0.
0.
0.
.0
.0
.0
.0
.6
.8
. 1
.6
.8
.3
.9
. 7
.0
.0
.0
0.
211 .
0.
0.
4857 .
31808.
79894 .
52939.
72858.
52312.
22366.
103873.
0.
20795.
0.
.0
.7
.0
.0
.1
.1
.7
.6
.0
.6
.2
.1
.0
.7
.0
Total
137179.0
70173.8
145467. 9
67628.3
21467.:
441916 .!
***** SAI Onroad Model, Version 3.0, July 96 ***** Hour 2
Chicago 1996 Action (Enh.IM) ALL FLEET
SUM06 Speed Processor: On
Summary of Travel by Link Speed and Profile Table
Speed Range Vehicle Miles
FREEWAY
HIGHWAY
ARTERIAL
COLLECTOR LOCAL
TOTAL
0.
2.
7.
12.
17.
22.
27.
32.
37.
42.
47.
52.
57.
62.
67.
Total
0
5
5
5
5
5
5
5
5
5
5
5
5
5
5
- 2 .
7 .
- 12 .
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57 .
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
195.
0.
0.
0.
0.
56.
18.
30.
5344.
7173 .
88885.
0.
21034.
0.
122739.
.0
. 7
.0
.0
.0
.0
.5
. 7
.6
.3
.5
. 7
.0
. 7
.0
. 7
0.
0.
0.
0.
40.
711 .
8509.
6929.
14549 .
11092.
3796.
1757 .
0.
0.
0.
47386.
.0
.0
.0
.0
.2
.2
.2
.5
.3
.6
.9
.6
.0
.0
.0
.5
0.
0.
0.
0.
954.
7762.
27632 .
20139.
22841.
12023.
2306.
185.
0.
0.
0.
93845.
.0
.0
.0
.0
.5
. 7
.6
. 5
.2
.4
.4
.1
.0
.0
.0
.3
0
0
0
0
1818
8969
12922
6207
6453
4529
1330
21
0
119
0
42372
.0
.0
.0
.0
.2
.7
.3
.7
.1
.5
.7
.5
.0
.6
.0
.4
0.
0.
0.
0.
136.
2530.
2658.
892.
3437.
2285.
1430.
23.
0.
0.
0.
13393.
.0
.0
.0
.0
. 1
.0
. 1
.9
.9
.6
.2
.0
.0
.0
.0
.8
0.
195.
0.
0.
2949.
19973.
51778.
34188.
47312 .
35275.
16037.
90872.
0.
21154.
0.
319737.
.0
.7
.0
.0
.0
.6
.7
.3
.1
.4
.7
.9
.0
.3
.0
.7
9811ap2D.wpd
Final Report — September 1998
-------
SYSTEMS APPLICATIONS INTERNATIONAL
***** SAI Onroad Model, Version 3.0, July 96 ***** Hour 3
Chicago 1996 Action (Enh.IM) ALL FLEET
SUM06 Speed Processor: On
Summary of Travel by Link Speed and Profile Table
Speed Range Vehicle Miles
FREEWAY
HIGHWAY
ARTERIAL
COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
- 2.
7 .
- 12.
- 17 .
- 22.
- 27 .
- 32.
- 37.
- 42.
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72.
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
226.
0.
0.
0.
0.
58.
19.
32.
5945.
7768.
100752.
0.
25206.
0.
.0
.3
.0
.0
.0
.0
.9
.2
.0
.4
. 5
.0
.0
.9
.0
0.
0.
0.
0.
37.
691.
8371.
6752.
14414 .
10952.
3765.
1692.
0.
0.
0.
.0
.0
.0
.0
.9
.2
.3
.5
.2
.8
.3
.3
.0
.0
.0
0.
0.
0.
0.
878.
7421.
26499.
19290.
21772 .
11396.
2212.
186.
0.
0.
0.
.0
.0
.0
.0
.2
.8
.1
.4
.8
.9
.4
.8
.0
.0
.0
0.
0.
0.
0.
1654 .
8320.
12240.
5801.
5985.
4239.
1242.
19.
0.
144 .
0.
.0
.0
.0
.0
.5
.3
.9
.3
.3
.5
.1
.3
.0
.0
.0
0.
0.
0.
0.
124.
2285.
2455.
823.
3202.
2181.
1402.
18.
0.
0.
0.
.0
.0
.0
.0
.2
.9
. 5
.3
. 1
.3
.4
.6
.0
.0
.0
0.
226 .
0.
0.
2694.
18719.
49625.
32686.
45406 .
34715.
16390.
102669.
0.
25350.
0.
.0
.3
.0
.0
.8
.2
.7
.7
.4
.9
.7
.0
.0
.9
.0
Total
140009.1
46677 .7
89658.4
39647 .1
12493.2
328485.5
***** SAI Onroad Model, Version 3.0, July 96 ***** Hour 4
Chicago 1996 Action (Enh.IM) ALL FLEET
SUM06 Speed Processor: On
Summary of Travel by Link Speed and Profile Table
Speed Range Vehicle Miles
FREEWAY
HIGHWAY
ARTERIAL
COLLECTOR LOCAL
TOTAL
0.
2.
7.
12.
17.
22.
27.
32.
37.
42.
47.
52.
57.
62.
67.
Total
0
5
5
5
5
5
5
5
5
5
5
5
5
5
5
- 2 .
7 .
- 12 .
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57 .
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
257.
0.
0.
0.
0.
63.
20.
34.
6622.
8525.
113346.
0.
29162.
0.
158031.
.0
.2
.0
.0
.0
.0
.2
.3
.5
.3
. 7
. 5
.0
.0
.0
.8
0.
0.
0.
0.
38.
709.
8666.
6947 .
14991 .
11366.
3918.
1727.
0.
0.
0.
48365.
.0
.0
.0
.0
.2
.9
.8
.0
.5
.7
.6
.0
.0
.0
.0
.6
0.
0.
0.
0.
867.
7537.
26968.
19616.
22067.
11506.
2252 .
196.
0.
0.
0.
91013.
.0
.0
.0
.0
.9
.8
.8
.4
.2
.1
.2
. 5
.0
.0
.0
.0
0
0
0
0
1621
8271
12352
5798
5950
4242
1240
18
0
166
0
39662
.0
.0
.0
.0
.7
.8
.5
.5
.0
.2
.4
.7
.0
.9
.0
.8
0.
0.
0.
0.
122 .
2228.
2433.
815.
3193.
2212.
1448.
16.
0.
0.
0.
12470.
.0
.0
.0
.0
.0
. 7
.9
.0
.2
. 7
.8
. 5
.0
.0
.0
.8
0.
257.
0.
0.
2649.
18748 .
50485.
33197.
46236.
35950.
17385.
115305 .
0.
29328.
0.
349544 .
.0
.2
.0
.0
.8
.2
.2
.2
.4
.0
.7
.2
.0
.9
.0
.0
Final Report — September 1998
9811ap2D.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2D-5
***** SAI Onroad Model, Version 3.0, July 96 ***** Hour 5
Chicago 1996 Action (Enh.IM) ALL FLEET
SUM06 Speed Processor: On
Summary of Travel by Link Speed and Profile Table
Speed Range Vehicle Miles
FREEWAY
HIGHWAY
ARTERIAL
COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
- 2.
7 .
- 12.
- 17 .
- 22.
- 27 .
- 32.
- 37.
- 42.
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72.
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
396.
0.
0.
0.
0.
117.
39.
63.
10955.
14818.
181212 .
0.
42156.
0.
.0
. 7
.0
.0
.0
.0
.8
.3
.8
.3
. 1
.4
.0
.5
.0
0.
0.
0.
0.
85.
1511.
18027 .
14714 .
30769.
23478 .
8028.
3743.
0.
0.
0.
.0
.0
.0
.0
.9
.2
.1
.9
.3
.7
.0
.2
.0
.0
.0
0.
0.
0.
0.
2054.
16560.
58906.
42944.
48761.
25702 .
4916.
389.
0.
0.
0.
.0
.0
.0
.0
. 5
.3
.1
.8
.9
.2
.3
.6
.0
.0
.0
0.
0.
0.
0.
3923.
19271 .
27628.
13314.
13864.
9711 .
2855.
46.
0.
239.
0.
.0
.0
.0
.0
.6
.4
.0
.3
.9
.5
.0
.6
.0
.4
.0
0.
0.
0.
0.
293.
5468.
5716.
1921.
7379.
4878.
3032.
51.
0.
0.
0.
.0
.0
.0
.0
. 5
.2
.3
.2
. 5
.2
. 5
.0
.0
.0
.0
0.
396.
0.
0.
6357.
42811 .
110395.
72934 .
100839.
74725 .
33649.
185442 .
0.
42395.
0.
.0
.7
.0
.0
.5
.1
.3
.5
.4
.9
.9
.8
.0
.9
.0
Total
249760.0
100358.2
200235.7
90854 .;
28740.3
669949.0
***** SAI Onroad Model, Version 3.0, July 96 ***** Hour 6
Chicago 1996 Action (Enh.IM) ALL FLEET
SUM06 Speed Processor: On
Summary of Travel by Link Speed and Profile Table
Speed Range Vehicle Miles
FREEWAY
HIGHWAY
ARTERIAL
COLLECTOR LOCAL
TOTAL
0.
2.
7.
12.
17.
22.
27.
32.
37.
42.
47.
52.
57.
62.
67.
Total
0
5
5
5
5
5
5
5
5
5
5
5
5
5
5
- 2 .
7 .
- 12 .
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57 .
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
1186.
0.
0.
0.
0.
404.
137.
218.
36480.
46744.
558337.
0.
118940.
0.
762448.
.0
. 5
.0
.0
.0
.0
.2
. 7
. 1
.2
. 7
.2
.0
. 1
.0
.6
0.
0.
0.
0.
325.
5606.
65741.
54183.
111478 .
85348.
29057.
13941 .
0.
0.
0.
365681.
.0
.0
.0
.0
.5
.1
.7
.9
.1
.4
.0
.3
.0
.0
.0
.9
0.
0.
0.
0.
7964.
62077.
220204.
160713.
183291.
97103.
18372 .
1385.
0.
0.
0.
751111.
.0
.0
.0
.0
.9
.4
.3
.4
.6
.3
.0
.1
.0
.0
.0
.9
0
0
0
0
15351
74325
104536
50713
53387
37100
10932
184
0
670
0
347202
.0
.0
.0
.0
.1
.8
.7
.6
.3
.8
.5
.5
.0
.4
.0
.8
0.
0.
0.
0.
1145.
21517.
22085.
7434.
28308.
18314.
11097.
217.
0.
0.
0.
110121.
.0
.0
.0
.0
. 7
.3
. 7
.3
.4
. 5
.9
.3
.0
.0
.0
.0
0.
1186.
0.
0.
24787 .
163526.
412972 .
273182.
376683.
274347 .
116204 .
574065 .
0.
119610 .
0.
2336566.
.0
.5
.0
.0
.2
.6
.6
.9
.5
.2
.1
.4
.0
.5
.0
.3
9811ap2D.wpd
Final Report — September 1998
-------
2D-6
SYSTEMS APPLICATIONS INTERNATIONAL
***** SAI Onroad Model, Version 3.0, July 96 ***** Hour 7
Chicago 1996 Action (Enh.IM) ALL FLEET
SUM06 Speed Processor: On
Summary of Travel by Link Speed and Profile Table
Speed Range Vehicle Miles
FREEWAY
HIGHWAY
ARTERIAL
COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
- 2.
7 .
- 12.
- 17 .
- 22.
- 27 .
- 32.
- 37.
- 42.
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72.
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
2366.
0.
0.
0.
0.
974.
3003.
56984.
197545.
299738.
796376.
0.
213940.
0.
.0
.6
.0
.0
.0
.0
.8
.2
.8
.2
.0
.9
.0
.3
.0
0.
0.
0.
104 .
1573.
67935.
134816.
229177 .
228251.
188499.
55641 .
36747.
0.
0.
0.
.0
.0
.0
.0
.4
.0
.4
.9
.5
.3
.4
.9
.0
.0
.0
0.
0.
221.
818.
25676.
268563.
520867.
552107.
382402.
206037.
33727.
3478.
0.
0.
0.
.0
.0
. 7
.3
.9
.8
.4
.6
.4
.0
.3
.6
.0
.0
.0
0
0
682
573
46283
291339
216589
130665
128063
93491
28923
514
0
1188
0
.0
.0
.2
.9
.4
.6
.7
.7
.7
.0
.6
.8
.0
.4
.0
0.
0.
137.
2016.
5204.
69728.
47238.
25868.
71921.
49037.
26569.
644.
0.
0.
0.
.0
.0
. 7
.5
.2
.0
. 5
.9
.2
.4
.0
.8
.0
.0
.0
0.
2366.
1041.
3512.
78737 .
697566.
920486.
940823.
867623.
734609.
444599 .
837763.
0.
215128 .
0.
.0
.6
.6
.7
.9
.4
.8
.3
.6
.9
.3
.0
.0
.7
.0
Total
1570929. i
942746 .!
1993901.1
938315.
298366.3 5744260.0
***** SAI Onroad Model, Version 3.0, July 96 ***** Hour 8
Chicago 1996 Action (Enh.IM) ALL FLEET
SUM06 Speed Processor: On
Summary of Travel by Link Speed and Profile Table
Speed Range Vehicle Miles
FREEWAY
HIGHWAY
ARTERIAL
COLLECTOR LOCAL
TOTAL
0.
2.
7.
12.
17.
22.
27.
32.
37.
42.
47.
52.
57.
62.
67.
Total
0
5
5
5
5
5
5
5
5
5
5
5
5
5
5
- 2 .
7 .
- 12 .
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57 .
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
4343.
0.
129187.
219934.
217332.
188300.
302979.
240912 .
165013.
660835.
409172 .
142752 .
200461.
0.
2881225.
.0
.2
.0
.6
.2
.0
.4
.8
. 1
.6
.9
.6
.0
.9
.0
.3
0.
941 .
19683.
74537 .
222792 .
363383.
384494 .
264854 .
177010 .
130156.
64398.
20384.
0.
0.
0.
1722636 .
.0
.9
.5
.0
.3
.1
.2
.0
.3
.8
.4
.8
.0
.0
.0
.1
0.
5373.
31789.
150302.
582543.
1015013.
875552.
585550.
242758.
126225.
25407.
1278.
0.
0.
0.
3641795.
.0
.2
.6
.3
.4
.6
. 7
.9
.8
.8
.2
.2
.0
.0
.0
.5
0.
8211.
27961.
133219.
369589.
443029.
242157 .
173694.
164012 .
111277.
39265.
939.
0.
0.
0.
1713359.
.0
.5
.7
.8
.4
.9
.0
.1
.7
.7
.4
.6
.0
.0
.0
.1
0.
7003.
3942.
11262.
55907.
123928.
77387.
47793 .
110978.
67107.
38301.
1175.
0.
0.
0.
544789.
.0
. 5
.5
.8
. 1
.6
.0
.8
.9
.8
.3
.9
.0
.0
.0
.3
0.
25873.
83377.
498509 .
1450766.
2162687.
1767891.
1374872 .
935672.
599781 .
828208.
432951.
142752 .
200461.
0.
10503805.
.0
.3
.3
.5
.4
.3
.3
.6
.7
.7
.1
.1
.0
.9
.0
.0
Final Report — September 1998
9811ap2D.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2D-7
***** SAI Onroad Model, Version 3.0, July 96 ***** Hour 9
Chicago 1996 Action (Enh.IM) ALL FLEET
SUM06 Speed Processor: On
Summary of Travel by Link Speed and Profile Table
Speed Range Vehicle Miles
FREEWAY
HIGHWAY
ARTERIAL
COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
- 2.
7 .
- 12.
- 17 .
- 22.
- 27 .
- 32.
- 37.
- 42.
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72.
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
4289.
0.
43516.
147291.
196341.
201648.
254094.
277259.
248475.
626939.
450342.
173429.
175776.
0.
.0
.5
.0
. 1
. 1
.3
.0
.9
.2
.8
.8
. 7
. 1
.8
.0
0.
172 .
3179.
24306.
90940.
253358.
373533.
309780.
206264.
155036.
68046.
20060.
0.
0.
0.
.0
.5
.3
.1
.1
.3
.1
.7
.3
.7
.4
.6
.0
.0
.0
0.
2014.
6770.
36216.
246449.
803411.
857745.
672850.
346043.
131364.
34398.
2563.
0.
0.
0.
.0
.5
.4
.4
.1
.4
.3
. 1
. 7
. 7
.3
.0
.0
.0
.0
0
2685
5969
36346
237362
460778
239003
171713
157969
117162
35835
792
0
0
0
.0
.1
.0
.1
.3
.9
.2
.7
.6
.9
.2
.6
.0
.0
.0
0.
4070.
3044.
3205.
26232.
113968.
67573.
42945.
98391.
68345.
36748.
966.
0.
0.
0.
.0
.3
.4
.5
.6
.3
. 1
.3
.3
. 1
. 7
.5
.0
.0
.0
0.
13231.
18963.
143590.
748275 .
1827858.
1739502.
1451384 .
1085928.
720385.
801968.
474725 .
173429 .
175776.
0.
.0
.9
.1
.2
.2
.1
.9
.8
.0
.2
.4
.4
.1
.8
.0
Total
2799404.3 1504678.1 3139827.3 1465618.
465491.3 9375020.0
***** SAI Onroad Model, Version 3.0, July 96 ***** Hour 10
Chicago 1996 Action (Enh.IM) ALL FLEET
SUM06 Speed Processor: On
Summary of Travel by Link Speed and Profile Table
Speed Range Vehicle Miles
FREEWAY
HIGHWAY
ARTERIAL
COLLECTOR LOCAL
TOTAL
0.
2.
7.
12.
17.
22.
27.
32.
37.
42.
47.
52.
57.
62.
67.
Total
0
5
5
5
5
5
5
5
5
5
5
5
5
5
5
- 2 .
7 .
- 12 .
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57 .
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
3913.
0.
0.
25983.
87387.
134369.
207332.
290403.
302577.
510077.
605412 .
117519.
233570.
0.
2518547.
.0
. 7
.0
.0
.4
.9
.8
.0
.0
.0
. 7
. 1
. 7
. 7
.0
.3
0.
145.
0.
1467.
24514 .
132405.
219594.
339440.
233074 .
178854 .
50692.
41132.
0.
0.
0.
1221321 .
.0
.5
.0
.1
.5
.2
.2
.3
.1
.7
.7
.9
.0
.0
.0
.0
0.
279.
1052.
3466.
63767.
491320.
648601.
685037.
394861.
190170.
29485.
4619.
0.
0.
0.
2512660.
.0
.0
.8
. 5
.2
. 7
.6
.3
.0
.1
.4
.3
.0
.0
.0
.5
0
980
725
4172
94887
404551
216390
147173
149249
111522
32377
618
0
0
0
1162648
.0
.9
.2
.1
.7
.0
.3
.6
.0
.2
.4
.8
.0
.0
.0
.3
0.
207.
3105.
979.
8584.
90691.
54879.
36646.
77881.
62355.
32733.
731.
0.
0.
0.
368797.
.0
. 7
. 7
.9
.9
. 1
.2
.4
.9
.8
.6
.6
.0
.0
.0
. 7
0.
5526.
4883.
10085.
217737 .
1206355.
1273835.
1415629.
1145469 .
845479 .
655366.
652514 .
117519.
233570.
0.
7783974 .
.0
.8
.7
.6
.7
.9
.1
.6
.0
.7
.7
.7
.7
.7
.0
.5
9811ap2D.wpd
Final Report — September 1998
-------
2D-8
SYSTEMS APPLICATIONS INTERNATIONAL
***** SAI Onroad Model, Version 3.0, July 96 ***** Hour 11
Chicago 1996 Action (Enh.IM) ALL FLEET
SUM06 Speed Processor: On
Summary of Travel by Link Speed and Profile Table
Speed Range Vehicle Miles
FREEWAY
HIGHWAY
ARTERIAL
COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
- 2.
7 .
- 12.
- 17 .
- 22.
- 27 .
- 32.
- 37.
- 42.
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72.
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
3908.
0.
0.
24976.
84379.
134059.
210578.
286581.
305001.
509287.
604467.
117441.
233584.
0.
.0
.5
.0
.0
. 7
.0
.9
. 1
.8
.8
.9
.6
.3
. 1
.0
0.
145.
0.
1116 .
24355.
130560.
218489.
337405.
233561.
178693.
50477 .
40930.
0.
0.
0.
.0
.0
.0
.6
.4
.3
.9
.4
.7
.3
.4
.7
.0
.0
.0
0.
277.
1047.
3453.
61770.
486952.
642999.
681129.
396457.
190884.
30543.
4599.
0.
0.
0.
.0
.6
.6
.6
. 7
.6
. 5
.3
.2
.8
.3
.9
.0
.0
.0
0
740
957
4150
92747
402843
216510
145905
148910
110945
32211
615
0
0
0
.0
.2
.4
.3
.6
.6
.9
.0
.8
.3
.9
.3
.0
.0
.0
0.
206.
3092.
973.
8190.
90364.
54759.
36452.
77449.
62044.
32585.
726.
0.
0.
0.
.0
.6
.3
. 7
.8
.0
.0
. 7
.9
.3
.0
. 7
.0
.0
.0
0.
5277 .
5097 .
9694.
212041 .
1195099.
1266819.
1411470 .
1142961.
847569.
655105.
651340.
117441 .
233584.
0.
.0
.9
.3
.2
.2
.5
.3
.5
.4
.6
.5
.2
.3
.1
.0
Total
2514266.0 1215735.4 2500116.0 1156538.5
366845.0 7753501.0
***** SAI Onroad Model, Version 3.0, July 96 ***** Hour 12
Chicago 1996 Action (Enh.IM) ALL FLEET
SUM06 Speed Processor: On
Summary of Travel by Link Speed and Profile Table
Speed Range Vehicle Miles
FREEWAY
HIGHWAY
ARTERIAL
COLLECTOR LOCAL
TOTAL
0.
2.
7.
12.
17.
22.
27.
32.
37.
42.
47.
52.
57.
62.
67.
Total
0
5
5
5
5
5
5
5
5
5
5
5
5
5
5
- 2 .
7 .
- 12 .
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57 .
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
4215.
0.
10944.
132750.
147997.
194299.
241538.
293699.
272901.
579890.
497354.
171045.
188047.
0.
2734684.
.0
. 7
.0
. 1
.4
. 5
.5
. 7
. 1
.2
. 1
.2
. 7
.6
.0
.0
0.
164.
945.
15186.
48422 .
217940 .
320408.
319430.
236172 .
155963.
67891.
25864.
0.
0.
0.
1408390.
.0
.0
.9
.5
.6
.8
.0
.4
.9
.3
.8
.4
.0
.0
.0
.6
0.
1274.
2446.
19825.
161216.
683136.
811215.
680053.
378171.
149985.
31369.
3541.
0.
0.
0.
2922235.
.0
.4
.3
.6
.3
.1
. 1
.6
.3
.3
.9
.2
.0
.0
.0
.5
0
1394
3925
17132
184079
450688
232144
161040
154512
120318
33334
730
0
0
0
1359302
.0
.9
.5
.6
.5
.5
.1
.4
.5
.8
.6
.5
.0
.0
.0
.1
0.
2086.
2818.
2425.
19636.
104967.
67410.
38062.
89720.
67202.
36296.
880.
0.
0.
0.
431505.
.0
.4
.5
.3
.2
.0
.0
.4
.9
. 5
.5
. 1
.0
.0
.0
.8
0.
9135.
10136.
65514 .
546105.
1604730.
1625476 .
1440125 .
1152276 .
766371.
748782 .
528370.
171045 .
188047 .
0.
8856118.
.0
.4
.2
.1
.0
.0
.8
.5
.6
.1
.9
.4
.7
.6
.0
.0
Final Report — September 1998
9811ap2D.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2D-9
***** SAI Onroad Model, Version 3.0, July 96 ***** Hour 13
Chicago 1996 Action (Enh.IM) ALL FLEET
SUM06 Speed Processor: On
Summary of Travel by Link Speed and Profile Table
Speed Range Vehicle Miles
FREEWAY
HIGHWAY
ARTERIAL
COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
- 2.
7 .
- 12.
- 17 .
- 22.
- 27 .
- 32.
- 37.
- 42.
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72.
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
4306.
0.
43548.
152302.
180483.
208368.
258693.
268669.
259677.
644553 .
433738.
173747.
177801.
0.
.0
.0
.0
. 1
.4
.2
.2
.8
.8
.3
.3
.4
.2
.6
.0
0.
171 .
2677.
22617 .
85035.
250621.
371527 .
303465.
214006.
154207 .
67794 .
20099.
0.
0.
0.
.0
.7
.9
.9
.7
.5
.0
.5
.5
.5
.2
.9
.0
.0
.0
0.
1622 .
6367.
31646.
234443 .
789350.
855721.
669216.
352880.
131594.
34138.
2541.
0.
0.
0.
.0
.3
. 5
.4
.0
.6
.9
.0
.0
.3
.8
.2
.0
.0
.0
0
2657
5336
33234
229335
461611
233686
174323
155556
118230
35484
783
0
0
0
.0
.8
.1
.9
.1
.8
.5
.1
.4
.4
.5
.1
.0
.0
.0
0.
4024.
3019.
3122 .
24977.
112294.
67699.
42755.
96816.
67191.
37695.
952.
0.
0.
0.
.0
.4
.0
.3
. 1
.5
.4
.9
.8
.5
.3
. 1
.0
.0
.0
0.
12782 .
17400 .
134169.
726093.
1794361 .
1737002.
1448454 .
1087929.
730901.
819666.
458114 .
173747 .
177801 .
0.
.0
.2
.5
.6
.4
.5
.9
.3
.5
.0
.1
.7
.2
.6
.0
Total
2805889.0 1492225.1 3109521.3 1450239.1
460548.3 9318423.0
***** SAI Onroad Model, Version 3.0, July 96 ***** Hour 14
Chicago 1996 Action (Enh.IM) ALL FLEET
SUM06 Speed Processor: On
Summary of Travel by Link Speed and Profile Table
Speed Range Vehicle Miles
FREEWAY
HIGHWAY
ARTERIAL
COLLECTOR LOCAL
TOTAL
0.
2.
7.
12.
17.
22.
27.
32.
37.
42.
47.
52.
57.
62.
67.
Total
0
5
5
5
5
5
5
5
5
5
5
5
5
5
5
- 2 .
7 .
- 12 .
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57 .
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
3854.
0.
0.
25728.
85103.
149060.
188437.
294759.
306321.
486215.
612787.
94876.
245624.
0.
2492770.
.0
.6
.0
.0
.5
. 7
.9
. 1
.5
.2
.8
. 5
.9
.4
.0
.0
0.
147 .
0.
2249.
27934 .
144930 .
229362 .
355690.
235623.
164734 .
58407.
35918.
0.
0.
0.
1254997 .
.0
.4
.0
.2
.6
.9
.4
.0
.5
.1
.5
.0
.0
.0
.0
.1
0.
731.
934.
4744.
75545.
526571.
669476.
703603.
402478.
176693.
30310.
4724.
0.
0.
0.
2595814.
.0
.9
.6
. 5
.6
.4
. 7
.4
.4
.6
.5
. 5
.0
.0
.0
.5
0
1104
1146
6138
109907
417638
220542
149991
150891
114738
32386
645
0
0
0
1205130
.0
.0
.3
.8
.4
.4
.3
.4
.7
.0
.6
.4
.0
.0
.0
.1
0.
215.
3886.
1791.
9363.
94775.
57785.
36549.
79619.
64286.
33412.
772 .
0.
0.
0.
382456.
.0
.3
.6
. 1
.0
.4
. 1
.8
.2
.2
.4
.2
.0
.0
.0
.3
0.
6053.
5967.
14923.
248479 .
1269019.
1326227 .
1434271 .
1163372.
826773.
640732.
654847 .
94876.
245624 .
0.
7931168.
.0
.2
.5
.6
.1
.8
.4
.6
.4
.1
.8
.6
.9
.4
.0
.0
9811ap2D.wpd
Final Report — September 1998
-------
2D-10
SYSTEMS APPLICATIONS INTERNATIONAL
***** SAI Onroad Model, Version 3.0, July 96 ***** Hour 15
Chicago 1996 Action (Enh.IM) ALL FLEET
SUM06 Speed Processor: On
Summary of Travel by Link Speed and Profile Table
Speed Range Vehicle Miles
FREEWAY
HIGHWAY
ARTERIAL
COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
- 2.
7 .
- 12.
- 17 .
- 22.
- 27 .
- 32.
- 37.
- 42.
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72.
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
3789.
0.
0.
13344.
108005.
140413 .
198998.
265151.
329835.
425941.
634679.
99261.
246140.
0.
.0
.5
.0
.0
.3
.9
. 5
.0
.4
. 1
.3
.3
.4
.6
.0
0.
149 .
0.
3463.
33245.
161919.
240569.
361257.
238508.
163227 .
58357 .
36415.
0.
0.
0.
.0
.8
.0
.6
.6
.0
.1
.8
.0
.5
.8
.0
.0
.0
.0
0.
764.
1009.
8139.
95271.
571043.
710416.
708194.
409333.
160788.
30495.
3618.
0.
0.
0.
.0
.5
.8
.3
.9
.6
.0
. 1
.8
.6
.3
.8
.0
.0
.0
0
1149
1799
7909
132356
427802
228604
156383
148786
117569
34669
678
0
0
0
.0
.6
.3
.8
.0
.1
.0
.8
.2
.3
.2
.0
.0
.0
.0
0.
1119.
3211.
1806.
11520.
99020.
61283.
37015.
82189.
66855.
34508.
821.
0.
0.
0.
.0
. 7
. 5
.5
.3
.9
. 5
.8
.6
.4
.2
.9
.0
.0
.0
0.
6973.
6020.
21319.
285738.
1367791.
1381286.
1461849 .
1143969.
838275.
583971 .
676213.
99261.
246140 .
0.
.0
.1
.6
.2
.1
.5
.1
.5
.1
.9
.8
.0
.4
.6
.0
Total
2465560.3 1297113.1 2699076.3 1257707.5
399353.2 8118810.5
***** SAI Onroad Model, Version 3.0, July 96 ***** Hour 16
Chicago 1996 Action (Enh.IM) ALL FLEET
SUM06 Speed Processor: On
Summary of Travel by Link Speed and Profile Table
Speed Range Vehicle Miles
FREEWAY
HIGHWAY
ARTERIAL
COLLECTOR LOCAL
TOTAL
0.
2.
7.
12.
17.
22.
27.
32.
37.
42.
47.
52.
57.
62.
67.
Total
0
5
5
5
5
5
5
5
5
5
5
5
5
5
5
- 2 .
7 .
- 12 .
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57 .
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
3775.
0.
0.
41214.
166517.
189587.
211216.
262122 .
291293.
396907.
610200.
80528.
252093.
0.
2505457.
.0
.9
.0
.0
. 1
.6
.3
.8
.6
. 5
.4
. 7
.3
. 5
.0
.8
0.
165.
3396.
19160.
83728.
255580 .
362113.
326082.
210365.
151977 .
66774.
20734.
0.
0.
0.
1500078.
.0
.6
.6
.7
.0
.4
.3
.3
.6
.0
.4
.6
.0
.0
.0
.5
0.
1807.
6365.
38862.
244029.
828212.
873989.
670565.
342963.
130566.
32730.
1708.
0.
0.
0.
3171800.
.0
.3
. 1
.4
. 7
.8
.4
.1
.0
.8
. 7
. 5
.0
.0
.0
.3
0
3133
5988
44242
249797
462003
241846
173643
156915
115848
38140
818
0
0
0
1492379
.0
.6
.7
.2
.5
.4
.8
.4
.9
.3
.9
.6
.0
.0
.0
.5
0.
3365.
3847.
3672.
30748.
114960.
66068.
49988.
98317.
66594.
35940.
1024.
0.
0.
0.
474527.
.0
. 7
.2
.6
. 1
. 5
.0
.4
.9
. 5
. 1
. 7
.0
.0
.0
. 7
0.
12248.
19597.
105937 .
649517.
1827274 .
1733604.
1431496.
1070685.
756280.
570493.
634487 .
80528.
252093.
0.
9144244 .
.0
.1
.6
.9
.4
.6
.8
.0
.0
.1
.5
.1
.3
.5
.0
.0
Final Report — September 1998
9811ap2D.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2D-11
***** SAI Onroad Model, Version 3.0, July 96 ***** Hour 17
Chicago 1996 Action (Enh.IM) ALL FLEET
SUM06 Speed Processor: On
Summary of Travel by Link Speed and Profile Table
Speed Range Vehicle Miles
FREEWAY
HIGHWAY
ARTERIAL
COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
- 2.
7 .
- 12.
- 17 .
- 22.
- 27 .
- 32.
- 37.
- 42.
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72.
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
3522.
0.
1840.
17075.
175205.
193478.
243655.
242509.
261420.
306869.
649063.
68637.
225994.
0.
.0
.3
.0
. 1
.0
. 7
.6
. 7
. 1
. 7
. 5
.5
.3
.9
.0
0.
226 .
10605.
35463.
180591 .
284729 .
407932.
300898.
176310.
137189.
67815 .
19168.
0.
0.
0.
.0
.2
.0
.5
.0
.7
.1
.9
.8
.4
.5
.5
.0
.0
.0
0.
4249.
22312.
99734.
430851.
977942 .
900223.
613071.
272649.
125821.
25606.
1200.
0.
0.
0.
.0
. 1
.6
.3
.2
.2
.8
.6
.0
.4
.9
.3
.0
.0
.0
0
6142
19278
105308
316689
469781
244947
173962
162383
107264
39141
2533
0
0
0
.0
.5
.1
.2
.1
.7
.5
.9
.6
.8
.1
.1
.0
.0
.0
0.
3951.
4919.
10643.
44747.
121500.
79924.
52044.
102988.
66759.
35766.
1175.
0.
0.
0.
.0
.4
. 7
.6
.9
. 7
.3
.0
.3
.4
.8
.5
.0
.0
.0
0.
18091.
57115 .
252989.
989954 .
2029160.
1826506.
1383633.
956840.
698455.
475199 .
673140.
68637.
225994 .
0.
.0
.5
.4
.7
.1
.0
.3
.1
.8
.7
.8
.9
.3
.9
.0
Total
2389272.5 1620930.5 3473663.0 1647432.3
524421. i
9655720.0
***** SAI Onroad Model, Version 3.0, July 96 ***** Hour 18
Chicago 1996 Action (Enh.IM) ALL FLEET
SUM06 Speed Processor: On
Summary of Travel by Link Speed and Profile Table
Speed Range Vehicle Miles
FREEWAY
HIGHWAY
ARTERIAL
COLLECTOR LOCAL
TOTAL
0.
2.
7.
12.
17.
22.
27.
32.
37.
42.
47.
52.
57.
62.
67.
Total
0
5
5
5
5
5
5
5
5
5
5
5
5
5
5
- 2 .
7 .
- 12 .
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57 .
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
3116.
0.
0.
15085.
84772 .
185368.
233658.
186941.
300293.
271755.
644242 .
9862.
228093.
0.
2163191.
.0
.9
.0
.0
.8
. 7
.5
. 7
.6
. 5
.5
. 1
.3
. 7
.0
.5
0.
2205.
12196.
41433.
190474 .
290928.
413037.
305731.
162762 .
142723.
61607.
19624.
0.
0.
0.
1642726 .
.0
.4
.7
.3
.5
.6
.4
.5
.5
.8
.8
.7
.0
.0
.0
.5
0.
5009.
29828.
126162.
504904.
994129.
890092.
604621.
253058.
126301.
22664.
1214.
0.
0.
0.
3557986.
.0
.4
.5
.4
.4
.9
.8
.2
.0
.2
.6
.4
.0
.0
.0
.8
0
7578
29113
127255
338321
467529
242375
174231
166300
105230
37683
954
1285
0
0
1697858
.0
.4
.9
.0
.3
.1
.4
.6
.5
.2
.3
.2
.4
.0
.0
.4
0.
6413.
4040.
12814.
50238.
127010.
78813.
56638.
102478.
65221.
36029.
1246.
0.
0.
0.
540945.
.0
. 5
. 1
.2
. 7
.9
.8
.2
.8
. 5
.6
. 7
.0
.0
.0
.8
0.
24323.
75179.
307664.
1099024.
1964371.
1809687.
1374881.
871541 .
739770 .
429740 .
667282.
11147 .
228093.
0.
9602709.
.0
.6
.2
.9
.8
.3
.9
.3
.4
.2
.8
.1
.7
.7
.0
.0
9811ap2D.wpd
Final Report — September 1998
-------
2D-12
SYSTEMS APPLICATIONS INTERNATIONAL
***** SAI Onroad Model, Version 3.0, July 96 ***** Hour 19
Chicago 1996 Action (Enh.IM) ALL FLEET
SUM06 Speed Processor: On
Summary of Travel by Link Speed and Profile Table
Speed Range Vehicle Miles
FREEWAY
HIGHWAY
ARTERIAL
COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
- 2.
7 .
- 12.
- 17 .
- 22.
- 27 .
- 32.
- 37.
- 42.
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72.
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
2247.
0.
0.
0.
137.
4832.
8701.
130932.
281464.
306202.
669746.
0.
166380.
0.
.0
. 1
.0
.0
.0
.9
.3
.8
.8
.6
. 1
.5
.0
.5
.0
0.
0.
125.
3233.
16055 .
140040 .
217697 .
335033.
264827.
159570.
59896.
35162.
0.
0.
0.
.0
.0
.1
.8
.1
.8
.2
.8
.0
.8
.8
.5
.0
.0
.0
0.
781.
898.
11163.
84083.
540848.
732350.
719579.
386213.
168073.
26655.
4432 .
0.
0.
0.
.0
. 7
. 7
. 1
.0
.0
.6
.5
.3
. 7
.9
.0
.0
.0
.0
0
1084
3259
8559
146285
422898
238548
163038
147966
113059
32274
720
0
893
0
.0
.3
.1
.3
.0
.5
.0
.9
.3
.7
.2
.5
.0
.7
.0
0.
3062.
38.
1992.
16400.
99549.
60329.
44283 .
85829.
63131.
31894.
945.
0.
0.
0.
.0
.4
.0
.6
.2
.3
.4
.9
.2
.8
.2
. 7
.0
.0
.0
0.
7175.
4320.
24948 .
262823.
1203474 .
1253757 .
1270637 .
1015768.
785300.
456923.
711007 .
0.
167274 .
0.
.0
.5
.9
.8
.3
.5
.5
.9
.6
.6
.2
.2
.0
.2
.0
Total
1570645.3 1231642.6 2675079.3 1278587.5
407456. i
7163411 .5
***** SAI Onroad Model, Version 3.0, July 96 ***** Hour 20
Chicago 1996 Action (Enh.IM) ALL FLEET
SUM06 Speed Processor: On
Summary of Travel by Link Speed and Profile Table
Speed Range Vehicle Miles
FREEWAY
HIGHWAY
ARTERIAL
COLLECTOR LOCAL
TOTAL
0.
2.
7.
12.
17.
22.
27.
32.
37.
42.
47.
52.
57.
62.
67.
Total
0
5
5
5
5
5
5
5
5
5
5
5
5
5
5
- 2 .
7 .
- 12 .
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57 .
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
1633.
0.
0.
0.
0.
848.
303.
8284.
125622.
136501.
740030.
0.
123291.
0.
1136516.
.0
.2
.0
.0
.0
.0
.9
.3
.8
. 7
. 1
.8
.0
. 5
.0
.4
0.
0.
0.
0.
1456.
55746 .
127653.
205113.
211334 .
185563.
52008.
34704 .
0.
0.
0.
873580.
.0
.0
.0
.0
.3
.6
.3
.7
.3
.5
.7
.1
.0
.0
.0
.3
0.
0.
106.
744.
23182 .
227958.
510468.
516735.
369954.
208999.
32810.
3148.
0.
0.
0.
1894107.
.0
.0
.6
.0
.0
.0
. 7
.4
.0
.2
.9
.8
.0
.0
.0
.5
0.
0.
286.
929.
43764.
265031.
221636 .
126615.
125780.
91954 .
27242 .
508.
0.
664.
0.
904415 .
.0
.0
.7
.1
.4
.7
.9
.7
.1
.8
.5
.8
.0
.7
.0
.3
0.
0.
829.
1389.
4336.
67087.
47542 .
23143.
71952.
45952 .
25277.
665.
0.
0.
0.
288176.
.0
.0
.5
. 1
. 7
.9
. 1
.2
.3
.8
.0
.9
.0
.0
.0
.6
0.
1633.
1222 .
3062.
72739 .
615824 .
908149.
871911 .
787305.
658093.
273840 .
779058 .
0.
123956.
0.
5096796.
.0
.2
.8
.2
.4
.1
.9
.2
.6
.0
.2
.4
.0
.2
.0
.0
Final Report — September 1998
9811ap2D.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2D-13
***** SAI Onroad Model, Version 3.0, July 96 ***** Hour 21
Chicago 1996 Action (Enh.IM) ALL FLEET
SUM06 Speed Processor: On
Summary of Travel by Link Speed and Profile Table
Speed Range Vehicle Miles
FREEWAY
HIGHWAY
ARTERIAL
COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
- 2.
7 .
- 12.
- 17 .
- 22.
- 27 .
- 32.
- 37.
- 42.
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72.
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
1049.
0.
0.
0.
0.
562.
201.
300.
42378.
55545.
558489.
0.
76835.
0.
.0
.4
.0
.0
.0
.0
. 7
.6
. 5
.4
.9
. 1
.0
.0
.0
0.
0.
0.
0.
559.
11108.
103436.
95278.
171125.
134323.
44066 .
23212 .
0.
0.
0.
.0
.0
.0
.0
.6
.5
.5
.9
.2
.4
.5
.3
.0
.0
.0
0.
0.
0.
0.
14459.
108765.
368362.
277085.
303826.
165193.
27906.
2096.
0.
0.
0.
.0
.0
.0
.0
.6
.2
. 5
.3
. 5
.3
. 7
.4
.0
.0
.0
0.
0.
0.
0.
27934.
139212 .
175832.
84921 .
94204 .
64219.
19162.
341.
0.
411 .
0.
.0
.0
.0
.0
.7
.0
.3
.5
.1
.9
.1
.9
.0
.8
.0
0.
0.
0.
23.
3063.
39119.
38678.
13270.
49777.
30969.
17859.
449.
0.
0.
0.
.0
.0
.0
.6
.6
.9
. 7
. 1
.0
.5
. 1
.5
.0
.0
.0
0.
1049.
0.
23.
46017 .
298205.
686872.
470757 .
619233.
437084 .
164540 .
584589.
0.
77246 .
0.
.0
.4
.0
.6
.5
.6
.7
.4
.3
.5
.3
.2
.0
.8
.0
Total
735362.1
583110.!
1267695.1
606240 .4
193211.0 3385620.0
***** SAI Onroad Model, Version 3.0, July 96 ***** Hour 22
Chicago 1996 Action (Enh.IM) ALL FLEET
SUM06 Speed Processor: On
Summary of Travel by Link Speed and Profile Table
Speed Range Vehicle Miles
FREEWAY
HIGHWAY
ARTERIAL
COLLECTOR LOCAL
TOTAL
0.
2.
7.
12.
17.
22.
27.
32.
37.
42.
47.
52.
57.
62.
67.
Total
0
5
5
5
5
5
5
5
5
5
5
5
5
5
5
- 2 .
7 .
- 12 .
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57 .
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
875.
0.
0.
0.
0.
467.
167.
249.
31747.
49718.
465367.
0.
64398.
0.
612992 .
.0
.6
.0
.0
.0
.0
.5
.4
. 7
.6
.3
.3
.0
. 7
.0
. 1
0.
0.
0.
0.
464 .
7854 .
87011.
73975 .
145042 .
112409 .
37932.
19259.
0.
0.
0.
483949.
.0
.0
.0
.0
.2
.5
.3
.4
.6
.5
.6
.4
.0
.0
.0
.5
0.
0.
0.
0.
11826.
88099.
305250.
225137.
256686.
138179.
24805.
1740.
0.
0.
0.
1051726.
.0
.0
.0
.0
.3
.1
. 7
. 5
.8
. 5
.6
. 5
.0
.0
.0
.0
0.
0.
0.
0.
23146.
110346.
148241 .
73070.
77815.
53707 .
15893.
283.
0.
345.
0.
502852.
.0
.0
.0
.0
.9
.8
.8
.8
.5
.9
.9
.5
.0
.5
.0
.5
0.
0.
0.
0.
1720.
32877.
32479.
11005.
41286.
25693.
14821.
372.
0.
0.
0.
160256.
.0
.0
.0
.0
.9
.0
.6
.6
.4
. 1
.2
. 5
.0
.0
.0
.3
0.
875 .
0.
0.
37158.
239177.
573450.
383356.
521081.
361737.
143171 .
487023.
0.
64744 .
0.
2811776 .
.0
.6
.0
.0
.3
.4
.9
.7
.0
.6
.6
.2
.0
.2
.0
.3
9811ap2D.wpd
Final Report — September 1998
-------
2D-14
SYSTEMS APPLICATIONS INTERNATIONAL
***** SAI Onroad Model, Version 3.0, July 96 ***** Hour 23
Chicago 1996 Action (Enh.IM) ALL FLEET
SUM06 Speed Processor: On
Summary of Travel by Link Speed and Profile Table
Speed Range Vehicle Miles
FREEWAY
HIGHWAY
ARTERIAL
COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
.5
. 5
- 2.
7 .
- 12.
- 17 .
- 22.
- 27 .
- 32.
- 37.
- 42.
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72.
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
451.
0.
0.
0.
0.
241.
86.
129.
16396.
25688.
240258.
0.
33173.
0.
.0
.8
.0
.0
.0
.0
.6
.5
.0
.6
.0
.4
.0
.8
.0
0.
0.
0.
0.
240.
3917.
45119 .
37865.
75395 .
58122 .
19612.
9959.
0.
0.
0.
.0
.0
.0
.0
.1
.8
.6
.3
.4
.2
.9
.4
.0
.0
.0
0.
0.
0.
0.
6116.
44894.
158422.
115862.
133233.
71246.
13210.
899.
0.
0.
0.
.0
.0
.0
.0
. 7
. 7
.8
.0
.3
.6
.6
.8
.0
.0
.0
0
0
0
0
11972
56311
76713
38224
40522
27776
8220
146
0
177
0
.0
.0
.0
.0
.2
.1
.2
.6
.8
.7
.1
.6
.0
.9
.0
0.
0.
0.
0.
890.
16941.
16862.
5692.
21353.
13287.
7663.
192 .
0.
0.
0.
.0
.0
.0
.0
. 1
.0
.9
.2
. 1
. 1
.8
. 7
.0
.0
.0
0.
451.
0.
0.
19219.
122064 .
297360.
197730.
270633.
186829.
74395 .
251456.
0.
33351.
0.
.0
.8
.0
.0
.1
.6
.1
.6
.6
.2
.4
.9
.0
.7
.0
Total
316425.:
250232.5
543886.4
260065.5
82883.0 1453493.3
***** SAI Onroad Model, Version 3.0, July 96 ***** Hour 24
Chicago 1996 Action (Enh.IM) ALL FLEET
SUM06 Speed Processor: On
Summary of Travel by Link Speed and Profile Table
Speed Range Vehicle Miles
FREEWAY
HIGHWAY
ARTERIAL
COLLECTOR LOCAL
TOTAL
0.
2.
7.
12.
17.
22.
27.
32.
37.
42.
47.
52.
57.
62.
67.
Total
0
5
5
5
5
5
5
5
5
5
5
5
5
5
5
- 2 .
7 .
- 12 .
- 17.
- 22 .
- 27.
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57 .
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
246.
0.
0.
0.
0.
120.
42.
64.
8533.
13085.
127547.
0.
19687.
0.
169327.
.0
.6
.0
.0
.0
.0
.5
.8
.4
.6
. 1
. 7
.0
.2
.0
.9
0.
0.
0.
0.
115.
1905.
22014 .
18424 .
36864.
28389.
9592.
4830.
0.
0.
0.
122136 .
.0
.0
.0
.0
.9
.0
.1
.6
.2
.3
.5
.7
.0
.0
.0
.2
0.
0.
0.
0.
2937.
21737.
76763.
56124.
64463.
34426.
6401.
442 .
0.
0.
0.
263297.
.0
.0
.0
.0
.2
.6
.6
.4
.9
.9
. 7
. 7
.0
.0
.0
.9
0
0
0
0
5737
27083
37062
18412
19489
13384
3958
70
0
107
0
125306
.0
.0
.0
.0
.2
.5
.8
.8
.6
.5
.7
.1
.0
.2
.0
.4
0.
0.
0.
0.
426.
8108.
8103.
2734.
10278.
6430.
3735.
90.
0.
0.
0.
39909.
.0
.0
.0
.0
.8
. 1
.8
. 5
.8
. 7
.6
.9
.0
.0
.0
.2
0.
246.
0.
0.
9217 .
58834.
144064 .
95739.
131160.
91165.
36773.
132982.
0.
19794 .
0.
719977 .
.0
.6
.0
.0
.1
.2
.8
.1
.9
.0
.6
.1
.0
.4
.0
.6
Final Report — September 1998
9811ap2D.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL 2E-1
APPENDIX 2E
HOURLY VMT MODEL OUTPUT BY FUNCTIONAL CLASS
AND SPEED FOR HOUSTON IN 2020
USING SPEED PROCESSOR
98llap2E.wpd Final Report — September 1998
-------
2E-2 SYSTEMSAPPLICA TIONSINTERNA TIONAL
Final Report — September 1998 981 lap2E.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2E-3
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: On
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 1
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
1063.
1626.
0.
674.
19432 .
1091633.
2072 .
11265.
.0
.0
.0
.0
.0
.0
.0
. 1
.6
.0
.0
.2
.4
. 7
.8
0.
0.
0.
0.
0.
0.
0.
273 .
0.
0.
2290 .
6144 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.7
.0
.0
.0
0.
0.
0.
0.
0.
1012 .
0.
146013.
446211.
117423 .
172792 .
53201.
106365.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.4
.2
.2
.4
. 7
. 7
.0
.0
0.
0.
0.
0.
0.
0.
0.
11719 .
370.
12 .
25709.
717 .
13375.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.3
.6
.4
.6
.9
.5
.0
.0
0.
0.
0.
0.
0.
293081.
0.
0.
52264.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.8
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
294094 .
0.
159068.
500473.
117435.
201466 .
79496.
1211374 .
2072 .
11265.
.0
.0
.0
.0
.0
.7
.0
.8
.1
.6
.1
.5
.6
.7
.8
1127767. 8
8707.8 1043020.6
51905.3
345346.4 2576747.!
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: On
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 2
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
1063.
1626.
0.
674.
19432 .
1091633.
2072 .
11265.
.0
.0
.0
.0
.0
.0
.0
. 1
.6
.0
.0
.2
.4
. 7
.8
0.
0.
0.
0.
0.
0.
0.
273 .
0.
0.
2290 .
6144 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.7
.0
.0
.0
0.
0.
0.
0.
0.
1012 .
0.
146013.
446211.
117423 .
172792 .
53201.
106365.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.4
.2
.2
.4
. 7
. 7
.0
.0
0.
0.
0.
0.
0.
0.
0.
11719 .
370.
12 .
25709.
717 .
13375.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.3
.6
.4
.6
.9
.5
.0
.0
0.
0.
0.
0.
0.
293081.
0.
0.
52264.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.8
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
294094 .
0.
159068.
500473.
117435.
201466 .
79496.
1211374 .
2072 .
11265.
.0
.0
.0
.0
.0
.7
.0
.8
.1
.6
.1
.5
.6
.7
.8
1127767. 8
8707.8 1043020.6
51905.3
345346.4 2576747.!
9811ap2E.wpd
Final Report — September 1998
-------
2E-4
SYSTEMSAPPLICA TIONSINTERNA TIONAL
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: On
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 3
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
1063.
1626.
0.
674.
19432 .
1091633.
2072 .
11265.
.0
.0
.0
.0
.0
.0
.0
. 1
.6
.0
.0
.2
.4
. 7
.8
0.
0.
0.
0.
0.
0.
0.
273 .
0.
0.
2290 .
6144 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.7
.0
.0
.0
0.
0.
0.
0.
0.
1012 .
0.
146013.
446211.
117423 .
172792 .
53201.
106365.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.4
.2
.2
.4
. 7
. 7
.0
.0
0.
0.
0.
0.
0.
0.
0.
11719 .
370.
12 .
25709.
717 .
13375.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.3
.6
.4
.6
.9
.5
.0
.0
0.
0.
0.
0.
0.
293081.
0.
0.
52264.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.8
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
294094 .
0.
159068.
500473.
117435.
201466 .
79496.
1211374 .
2072 .
11265.
.0
.0
.0
.0
.0
.7
.0
.8
.1
.6
.1
.5
.6
.7
.8
1127767. 8
8707.8 1043020.6
51905.3
345346.4 2576747.!
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: On
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 4
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
1063.
1626.
0.
674.
19432 .
1091633.
2072 .
11265.
.0
.0
.0
.0
.0
.0
.0
. 1
.6
.0
.0
.2
.4
. 7
.8
0.
0.
0.
0.
0.
0.
0.
273 .
0.
0.
2290 .
6144 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.7
.0
.0
.0
0.
0.
0.
0.
0.
1012 .
0.
146013.
446211.
117423 .
172792 .
53201.
106365.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.4
.2
.2
.4
. 7
. 7
.0
.0
0.
0.
0.
0.
0.
0.
0.
11719 .
370.
12 .
25709.
717 .
13375.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.3
.6
.4
.6
.9
.5
.0
.0
0.
0.
0.
0.
0.
293081.
0.
0.
52264.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.8
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
294094 .
0.
159068.
500473.
117435.
201466 .
79496.
1211374 .
2072 .
11265.
.0
.0
.0
.0
.0
.7
.0
.8
.1
.6
.1
.5
.6
.7
.8
1127767. 8
8707.8 1043020.6
51905.3
345346.4 2576747.!
Final Report — September 1998
9811ap2E.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2E-5
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: On
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 5
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
1063.
1626.
0.
674.
19432 .
1091633.
2072 .
11265.
.0
.0
.0
.0
.0
.0
.0
. 1
.6
.0
.0
.2
.4
. 7
.8
0.
0.
0.
0.
0.
0.
0.
273 .
0.
0.
2290 .
6144 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.7
.0
.0
.0
0.
0.
0.
0.
0.
1012 .
0.
146013.
446211.
117423 .
172792 .
53201.
106365.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.4
.2
.2
.4
. 7
. 7
.0
.0
0.
0.
0.
0.
0.
0.
0.
11719 .
370.
12 .
25709.
717 .
13375.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.3
.6
.4
.6
.9
.5
.0
.0
0.
0.
0.
0.
0.
293081.
0.
0.
52264.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.8
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
294094 .
0.
159068.
500473.
117435.
201466 .
79496.
1211374 .
2072 .
11265.
.0
.0
.0
.0
.0
.7
.0
.8
.1
.6
.1
.5
.6
.7
.8
1127767. 8
8707.8 1043020.6
51905.3
345346.4 2576747.!
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: On
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 6
Speed Range
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
435867.
330595.
301535.
341502.
521670.
386381.
420418.
457386.
446098.
434942 .
623177.
628709.
11008.
19737.
.0
.8
.2
.4
.3
.2
.6
.5
.5
.6
.6
.6
.0
.5
.0
0.
0.
0.
0.
0.
1466.
0.
2117 .
0.
1365.
7323.
30213.
0.
0.
0.
.0
.0
.0
.0
.0
.5
.0
.9
.0
.5
.9
.1
.0
.0
.0
0.
122206.
138657.
120571.
142532 .
210127.
360033.
1117536.
1185128.
464920.
506841.
247907.
201643.
0.
0.
.0
.4
. 7
.8
.2
.5
.8
.5
.6
.8
.8
.6
.0
.0
.0
0
10580
2011
6637
3336
3271
12992
38412
3885
13429
94404
7341
48246
0
0
.0
.5
.1
.5
.1
.0
.1
.4
.2
.0
.3
.7
.1
.0
.0
0.
0.
0.
3113.
0.
1186743.
0.
0.
214316.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.8
.0
.9
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
568654.
471264 .
431858.
487370.
1923279 .
759407.
1578485.
1860717 .
925813.
1043512 .
908640.
878598.
11008.
19737.
.0
.7
.0
.5
.6
.0
.5
.3
.1
.9
.6
.1
.1
.5
.0
Total
5359030.5
42487.0 4818107.5
244547.0 1404174.3 11868346.0
9811ap2E.wpd
Final Report — September 1998
-------
2E-6
SYSTEMSAPPLICA TIONSINTERNA TIONAL
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: On
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 7
Speed Range
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
15060.
45972.
31427.
26966.
23501.
37770.
61282 .
104387.
172218.
395709.
1822985.
1226195.
25136.
14744.
.0
.3
.5
.0
.0
.5
.8
.5
. 1
. 1
.4
.4
.9
.3
.2
0.
0.
0.
0.
0.
0.
0.
1582.
0.
1095.
6491.
22570 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.2
.0
.5
.3
.1
.0
.0
.0
0.
2232 .
4958.
10445.
9296.
18086.
88667.
694525.
1318813.
419284.
545046.
201016.
286897.
0.
0.
.0
.9
.2
.9
. 1
. 1
.8
.6
.9
.2
.9
.8
.8
.0
.0
0
5979
0
0
883
292
3221
35969
2988
4023
80779
6230
42316
0
0
.0
.1
.0
.0
.9
.1
.6
.1
.5
.2
.3
.6
.5
.0
.0
0.
0.
0.
0.
0.
888859.
0.
0.
160101.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.2
.0
.0
.0
.0
.0
.0
.0
.0
.0
0.
23272 .
50930.
41872 .
37146.
930738.
129660.
793359.
1586290.
596620.
1028026.
2052802 .
1555410.
25136.
14744 .
.0
.3
.7
.9
.0
.9
.2
.4
.5
.9
.9
.9
.3
.3
.2
Total
4003357.0
31739.1 3599272.3
182684.0 1048960.3 8866012.0
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: On
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 8
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
20569.
5972.
7719.
35000.
28671.
70314.
681688.
2066541.
4831.
28334.
.0
.0
.0
.0
.0
.4
. 7
.5
.0
.6
. 1
.3
. 1
.9
.4
0.
0.
0.
0.
0.
0.
0.
253.
0.
1075.
4773 .
13244 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.9
.0
.8
.2
.1
.0
.0
.0
0.
405.
93.
0.
2345.
6925.
22745.
435043.
1056669.
291357.
421307.
123972 .
260061.
0.
0.
.0
. 1
. 7
.0
.6
.5
. 1
.6
.6
.0
.9
. 7
.5
.0
.0
0
3127
1931
0
52
98
985
28352
962
134
51975
1720
31000
0
0
.0
.5
.5
.0
.9
.6
.5
.9
.2
.4
.0
.6
.9
.0
.0
0.
0.
0.
0.
0.
815934.
0.
0.
139771.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.4
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
3532.
2025.
0.
2398.
843527.
29703.
471369.
1232403 .
321238.
548370.
820625.
2357603.
4831.
28334.
.0
.6
.2
.0
.5
.9
.3
.9
.6
.8
.2
.7
.5
.9
.4
2949643.0
19346.9 2620927.3
120342 .1
955706.1 6665965.0
Final Report — September 1998
9811ap2E.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2E-7
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: On
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 9
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
20569.
5972.
7719.
35000.
28671.
70314.
681688.
2066541.
4831.
28334.
.0
.0
.0
.0
.0
.4
. 7
.5
.0
.6
. 1
.3
. 1
.9
.4
0.
0.
0.
0.
0.
0.
0.
253.
0.
1075.
4773 .
13244 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.9
.0
.8
.2
.1
.0
.0
.0
0.
405.
93.
0.
2345.
6925.
22745.
435043.
1056669.
291357.
421307.
123972 .
260061.
0.
0.
.0
. 1
. 7
.0
.6
.5
. 1
.6
.6
.0
.9
. 7
.5
.0
.0
0
3127
1931
0
52
98
985
28352
962
134
51975
1720
31000
0
0
.0
.5
.5
.0
.9
.6
.5
.9
.2
.4
.0
.6
.9
.0
.0
0.
0.
0.
0.
0.
815934.
0.
0.
139771.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.4
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
3532.
2025.
0.
2398.
843527.
29703.
471369.
1232403 .
321238.
548370.
820625.
2357603.
4831.
28334.
.0
.6
.2
.0
.5
.9
.3
.9
.6
.8
.2
.7
.5
.9
.4
2949643.0
19346.9 2620927.3
120342 .1
955706.1 6665965.0
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: On
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 10
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
20569.
5972.
7719.
35000.
28671.
70314.
681688.
2066541.
4831.
28334.
.0
.0
.0
.0
.0
.4
. 7
.5
.0
.6
. 1
.3
. 1
.9
.4
0.
0.
0.
0.
0.
0.
0.
253.
0.
1075.
4773 .
13244 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.9
.0
.8
.2
.1
.0
.0
.0
0.
405.
93.
0.
2345.
6925.
22745.
435043.
1056669.
291357.
421307.
123972 .
260061.
0.
0.
.0
. 1
. 7
.0
.6
.5
. 1
.6
.6
.0
.9
. 7
.5
.0
.0
0
3127
1931
0
52
98
985
28352
962
134
51975
1720
31000
0
0
.0
.5
.5
.0
.9
.6
.5
.9
.2
.4
.0
.6
.9
.0
.0
0.
0.
0.
0.
0.
815934.
0.
0.
139771.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.4
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
3532.
2025.
0.
2398.
843527.
29703.
471369.
1232403 .
321238.
548370.
820625.
2357603.
4831.
28334.
.0
.6
.2
.0
.5
.9
.3
.9
.6
.8
.2
.7
.5
.9
.4
2949643.0
19346.9 2620927.3
120342 .1
955706.1 6665965.0
9811ap2E.wpd
Final Report — September 1998
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: On
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 11
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
20569.
5972.
7719.
35000.
28671.
70314.
681688.
2066541.
4831.
28334.
.0
.0
.0
.0
.0
.4
. 7
.5
.0
.6
. 1
.3
. 1
.9
.4
0.
0.
0.
0.
0.
0.
0.
253.
0.
1075.
4773 .
13244 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.9
.0
.8
.2
.1
.0
.0
.0
0.
405.
93.
0.
2345.
6925.
22745.
435043.
1056669.
291357.
421307.
123972 .
260061.
0.
0.
.0
. 1
. 7
.0
.6
.5
. 1
.6
.6
.0
.9
. 7
.5
.0
.0
0
3127
1931
0
52
98
985
28352
962
134
51975
1720
31000
0
0
.0
.5
.5
.0
.9
.6
.5
.9
.2
.4
.0
.6
.9
.0
.0
0.
0.
0.
0.
0.
815934.
0.
0.
139771.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.4
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
3532.
2025.
0.
2398.
843527.
29703.
471369.
1232403 .
321238.
548370.
820625.
2357603.
4831.
28334.
.0
.6
.2
.0
.5
.9
.3
.9
.6
.8
.2
.7
.5
.9
.4
2949643.0
19346.9 2620927.3
120342 .1
955706.1 6665965.0
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: On
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 12
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
20569.
5972.
7719.
35000.
28671.
70314.
681688.
2066541.
4831.
28334.
.0
.0
.0
.0
.0
.4
. 7
.5
.0
.6
. 1
.3
. 1
.9
.4
0.
0.
0.
0.
0.
0.
0.
253.
0.
1075.
4773 .
13244 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.9
.0
.8
.2
.1
.0
.0
.0
0.
405.
93.
0.
2345.
6925.
22745.
435043.
1056669.
291357.
421307.
123972 .
260061.
0.
0.
.0
. 1
. 7
.0
.6
.5
. 1
.6
.6
.0
.9
. 7
.5
.0
.0
0
3127
1931
0
52
98
985
28352
962
134
51975
1720
31000
0
0
.0
.5
.5
.0
.9
.6
.5
.9
.2
.4
.0
.6
.9
.0
.0
0.
0.
0.
0.
0.
815934.
0.
0.
139771.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.4
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
3532.
2025.
0.
2398.
843527.
29703.
471369.
1232403 .
321238.
548370.
820625.
2357603.
4831.
28334.
.0
.6
.2
.0
.5
.9
.3
.9
.6
.8
.2
.7
.5
.9
.4
2949643.0
19346.9 2620927.3
120342 .1
955706.1 6665965.0
Final Report — September 1998
9811ap2E.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2E-9
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: On
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 13
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
20569.
5972.
7719.
35000.
28671.
70314.
681688.
2066541.
4831.
28334.
.0
.0
.0
.0
.0
.4
. 7
.5
.0
.6
. 1
.3
. 1
.9
.4
0.
0.
0.
0.
0.
0.
0.
253.
0.
1075.
4773 .
13244 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.9
.0
.8
.2
.1
.0
.0
.0
0.
405.
93.
0.
2345.
6925.
22745.
435043.
1056669.
291357.
421307.
123972 .
260061.
0.
0.
.0
. 1
. 7
.0
.6
.5
. 1
.6
.6
.0
.9
. 7
.5
.0
.0
0
3127
1931
0
52
98
985
28352
962
134
51975
1720
31000
0
0
.0
.5
.5
.0
.9
.6
.5
.9
.2
.4
.0
.6
.9
.0
.0
0.
0.
0.
0.
0.
815934.
0.
0.
139771.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.4
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
3532.
2025.
0.
2398.
843527.
29703.
471369.
1232403 .
321238.
548370.
820625.
2357603.
4831.
28334.
.0
.6
.2
.0
.5
.9
.3
.9
.6
.8
.2
.7
.5
.9
.4
2949643.0
19346.9 2620927.3
120342 .1
955706.1 6665965.0
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: On
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 14
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
20569.
5972.
7719.
35000.
28671.
70314.
681688.
2066541.
4831.
28334.
.0
.0
.0
.0
.0
.4
. 7
.5
.0
.6
. 1
.3
. 1
.9
.4
0.
0.
0.
0.
0.
0.
0.
253.
0.
1075.
4773 .
13244 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.9
.0
.8
.2
.1
.0
.0
.0
0.
405.
93.
0.
2345.
6925.
22745.
435043.
1056669.
291357.
421307.
123972 .
260061.
0.
0.
.0
. 1
. 7
.0
.6
.5
. 1
.6
.6
.0
.9
. 7
.5
.0
.0
0
3127
1931
0
52
98
985
28352
962
134
51975
1720
31000
0
0
.0
.5
.5
.0
.9
.6
.5
.9
.2
.4
.0
.6
.9
.0
.0
0.
0.
0.
0.
0.
815934.
0.
0.
139771.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.4
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
3532.
2025.
0.
2398.
843527.
29703.
471369.
1232403 .
321238.
548370.
820625.
2357603.
4831.
28334.
.0
.6
.2
.0
.5
.9
.3
.9
.6
.8
.2
.7
.5
.9
.4
2949643.0
19346.9 2620927.3
120342 .1
955706.1 6665965.0
9811ap2E.wpd
Final Report — September 1998
-------
2E-10
SYSTEMS APPLICA TIONS INTERN A TIONAL
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: On
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 15
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
581.
0.
0.
0.
0.
2059.
3029.
17730.
30197.
192762 .
2084260.
3485.
25305.
.0
.0
. 7
.0
.0
.0
.0
.2
.4
.9
.8
.9
.0
.6
.0
0.
0.
0.
0.
0.
0.
0.
1446 .
0.
0.
3117 .
10051.
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.8
.0
.0
.9
.7
.0
.0
.0
0.
1586.
5983.
2943.
6021.
6458.
11566.
271887.
756477.
212403 .
331355.
97051.
211140.
0.
0.
.0
. 1
.3
. 1
.5
.5
.5
.4
.4
.2
. 7
. 1
.8
.0
.0
0.
2482 .
34.
0.
0.
318.
859.
18004.
452.
1641 .
43749 .
1456.
28536.
0.
0.
.0
.4
.8
.0
.0
.7
.8
.1
.8
.6
.6
.1
.3
.0
.0
0.
0.
0.
0.
0.
591624.
0.
0.
104691.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.2
.0
.0
.2
.0
.0
.0
.0
.0
.0
0.
4068.
6599.
2943.
6021.
598401.
12426 .
293397.
864650.
231775 .
408421 .
301321.
2323937.
3485.
25305.
.0
.5
.8
.1
.5
.4
.3
.5
.7
.7
.0
.8
.0
.6
.0
2359412.3
14616.5 1914874.6
97536.2
696315.5 5082755.0
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: On
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 16
Speed Range
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
487825.
235376.
204947.
212198.
81986.
206985.
206251.
250779.
272960.
364646.
974315.
1095064.
23110.
5329.
.0
.5
.6
.9
.4
.3
.9
.4
.4
. 1
.4
. 7
.6
.2
.5
0.
2603.
0.
0.
0.
0.
0.
231.
0.
2746 .
3361.
19689.
0.
0.
0.
.0
.1
.0
.0
.0
.0
.0
.0
.0
.7
.0
.9
.0
.0
.0
0.
259902.
71522 .
92188.
76342.
99957.
164053.
627840.
1098894.
439248.
417415.
186422 .
217201.
0.
0.
.0
.2
. 1
.4
.0
.3
. 7
. 1
.6
.5
.2
.2
.6
.0
.0
0
14977
1484
2316
2547
3060
10197
35809
4411
9733
64625
2934
38962
0
0
.0
.6
.0
.5
.6
.6
.7
.2
.7
.1
.7
.7
.1
.0
.0
0.
0.
0.
0.
0.
1161126.
0.
0.
202863.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.4
.0
.0
.4
.0
.0
.0
.0
.0
.0
0.
765308.
308382.
299452 .
291088.
1346130.
381237.
870131.
1556949.
724688.
850048.
1183362.
1351228 .
23110.
5329.
.0
.4
.7
.8
.0
.5
.3
.7
.1
.4
.3
.5
.4
.2
.5
Total
4621778.0
28631.7 3750988.0
191060.6 1363989.8 9956449.0
Final Report — September 1998
9811ap2E.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2E-11
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: On
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 17
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
40328.
19327.
37612.
32532.
28383.
111107.
31885.
70848.
138443.
263918.
893946.
1743590.
25996.
16151.
.0
.3
.6
.3
.2
.2
.0
. 1
. 7
. 7
.6
.9
.3
.5
.6
0.
1945.
0.
0.
0.
0.
0.
172 .
0.
0.
4564.
14715 .
0.
0.
0.
.0
.4
.0
.0
.0
.0
.0
.7
.0
.0
.5
.2
.0
.0
.0
0.
52579.
28472 .
21825.
18235.
33471.
67263.
435579.
992053.
319084.
422124.
156326.
256274.
0.
0.
.0
.0
. 7
.5
.3
.3
.0
.5
.2
.6
. 7
.8
.0
.0
.0
0
6241
590
1251
309
0
1409
25625
2060
6094
58011
2390
38803
0
0
.0
.2
.2
.7
.7
.0
.7
.5
.6
.5
.0
.9
.6
.0
.0
0.
0.
0.
0.
0.
866110.
0.
1653.
151609.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.6
.0
.8
.3
.0
.0
.0
.0
.0
.0
0.
101093.
48390.
60689.
51077.
927965.
179779 .
494916 .
1216571 .
463622.
748618.
1067379.
2038667.
25996.
16151.
.0
.9
.5
.5
.2
.1
.7
.6
.8
.8
.7
.8
.9
.5
.6
3454071.8
21397 .!
2803289.8
142788.6 1019373.6 7440921.0
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: On
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 18
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
1063.
1626.
0.
674.
19432 .
1091633.
2072 .
11265.
.0
.0
.0
.0
.0
.0
.0
. 1
.6
.0
.0
.2
.4
. 7
.8
0.
0.
0.
0.
0.
0.
0.
273 .
0.
0.
2290 .
6144 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.7
.0
.0
.0
0.
0.
0.
0.
0.
1012 .
0.
146013.
446211.
117423 .
172792 .
53201.
106365.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.4
.2
.2
.4
. 7
. 7
.0
.0
0.
0.
0.
0.
0.
0.
0.
11719 .
370.
12 .
25709.
717 .
13375.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.3
.6
.4
.6
.9
.5
.0
.0
0.
0.
0.
0.
0.
293081.
0.
0.
52264.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.8
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
294094 .
0.
159068.
500473.
117435.
201466 .
79496.
1211374 .
2072 .
11265.
.0
.0
.0
.0
.0
.7
.0
.8
.1
.6
.1
.5
.6
.7
.8
1127767. 8
8707.8 1043020.6
51905.3
345346.4 2576747.!
9811ap2E.wpd
Final Report — September 1998
-------
2E-12
SYSTEMS APPLICA TIONS INTERN A TIONAL
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: On
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 19
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
1063.
1626.
0.
674.
19432 .
1091633.
2072 .
11265.
.0
.0
.0
.0
.0
.0
.0
. 1
.6
.0
.0
.2
.4
. 7
.8
0.
0.
0.
0.
0.
0.
0.
273 .
0.
0.
2290 .
6144 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.7
.0
.0
.0
0.
0.
0.
0.
0.
1012 .
0.
146013.
446211.
117423 .
172792 .
53201.
106365.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.4
.2
.2
.4
. 7
. 7
.0
.0
0.
0.
0.
0.
0.
0.
0.
11719 .
370.
12 .
25709.
717 .
13375.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.3
.6
.4
.6
.9
.5
.0
.0
0.
0.
0.
0.
0.
293081.
0.
0.
52264.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.8
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
294094 .
0.
159068.
500473.
117435.
201466 .
79496.
1211374 .
2072 .
11265.
.0
.0
.0
.0
.0
.7
.0
.8
.1
.6
.1
.5
.6
.7
.8
1127767. 8
8707.8 1043020.6
51905.3
345346.4 2576747.!
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: On
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 20
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
1063.
1626.
0.
674.
19432 .
1091633.
2072 .
11265.
.0
.0
.0
.0
.0
.0
.0
. 1
.6
.0
.0
.2
.4
. 7
.8
0.
0.
0.
0.
0.
0.
0.
273 .
0.
0.
2290 .
6144 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.7
.0
.0
.0
0.
0.
0.
0.
0.
1012 .
0.
146013.
446211.
117423 .
172792 .
53201.
106365.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.4
.2
.2
.4
. 7
. 7
.0
.0
0.
0.
0.
0.
0.
0.
0.
11719 .
370.
12 .
25709.
717 .
13375.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.3
.6
.4
.6
.9
.5
.0
.0
0.
0.
0.
0.
0.
293081.
0.
0.
52264.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.8
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
294094 .
0.
159068.
500473.
117435.
201466 .
79496.
1211374 .
2072 .
11265.
.0
.0
.0
.0
.0
.7
.0
.8
.1
.6
.1
.5
.6
.7
.8
1127767. 8
8707.8 1043020.6
51905.3
345346.4 2576747.!
Final Report — September 1998
9811ap2E.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2E-13
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: On
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 21
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
1063.
1626.
0.
674.
19432 .
1091633.
2072 .
11265.
.0
.0
.0
.0
.0
.0
.0
. 1
.6
.0
.0
.2
.4
. 7
.8
0.
0.
0.
0.
0.
0.
0.
273 .
0.
0.
2290 .
6144 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.7
.0
.0
.0
0.
0.
0.
0.
0.
1012 .
0.
146013.
446211.
117423 .
172792 .
53201.
106365.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.4
.2
.2
.4
. 7
. 7
.0
.0
0.
0.
0.
0.
0.
0.
0.
11719 .
370.
12 .
25709.
717 .
13375.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.3
.6
.4
.6
.9
.5
.0
.0
0.
0.
0.
0.
0.
293081.
0.
0.
52264.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.8
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
294094 .
0.
159068.
500473.
117435.
201466 .
79496.
1211374 .
2072 .
11265.
.0
.0
.0
.0
.0
.7
.0
.8
.1
.6
.1
.5
.6
.7
.8
1127767. 8
8707.8 1043020.6
51905.3
345346.4 2576747.!
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: On
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 22
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
1063.
1626.
0.
674.
19432 .
1091633.
2072 .
11265.
.0
.0
.0
.0
.0
.0
.0
. 1
.6
.0
.0
.2
.4
. 7
.8
0.
0.
0.
0.
0.
0.
0.
273 .
0.
0.
2290 .
6144 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.7
.0
.0
.0
0.
0.
0.
0.
0.
1012 .
0.
146013.
446211.
117423 .
172792 .
53201.
106365.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.4
.2
.2
.4
. 7
. 7
.0
.0
0.
0.
0.
0.
0.
0.
0.
11719 .
370.
12 .
25709.
717 .
13375.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.3
.6
.4
.6
.9
.5
.0
.0
0.
0.
0.
0.
0.
293081.
0.
0.
52264.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.8
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
294094 .
0.
159068.
500473.
117435.
201466 .
79496.
1211374 .
2072 .
11265.
.0
.0
.0
.0
.0
.7
.0
.8
.1
.6
.1
.5
.6
.7
.8
1127767. 8
8707.8 1043020.6
51905.3
345346.4 2576747.!
9811ap2E.wpd
Final Report — September 1998
-------
2E-14
SYSTEMS APPLICA TIONS INTERN A TIONAL
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: On
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 23
Speed Range
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2.
7.
12.
17.
22.
27.
32.
37.
42.
47.
52.
57.
62.
67.
.0
. 5
. 5
. 5
. 5
. 5
. 5
. 5
. 5
. 5
. 5
. 5
. 5
. 5
. 5
- 2.
7 .
- 12.
- 17.
- 22.
- 27.
- 32.
- 37.
- 42.
- 47 .
- 52.
- 57 .
- 62.
- 67.
- 72.
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
1063.
1626.
0.
674.
19432.
1091633.
2072.
11265.
.0
.0
.0
.0
.0
.0
.0
. 1
.6
.0
.0
.2
.4
. 7
.8
0.
0.
0.
0.
0.
0.
0.
273.
0.
0.
2290.
6144 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.7
.0
.0
.0
0.
0.
0.
0.
0.
1012.
0.
146013.
446211.
117423.
172792.
53201.
106365.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.4
.2
.2
.4
. 7
. 7
.0
.0
0
0
0
0
0
0
0
11719
370
12
25709
717
13375
0
0
.0
.0
.0
.0
.0
.0
.0
.3
.6
.4
.6
.9
.5
.0
.0
0.
0.
0.
0.
0.
293081.
0.
0.
52264.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.8
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
294094 .
0.
159068.
500473 .
117435 .
201466.
79496 .
1211374.
2072.
11265.
.0
.0
.0
.0
.0
.7
.0
.8
.1
.6
.1
.5
.6
.7
.8
Total
1127767.i
8707.8 1043020.6
51905.3
345346.4 2576747.!
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: On
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 24
Speed Range
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2.
7.
12.
17.
22.
27.
32.
37.
42.
47.
52.
57.
62.
67.
.0
. 5
. 5
. 5
. 5
. 5
. 5
. 5
. 5
. 5
. 5
. 5
. 5
. 5
. 5
- 2.
7 .
- 12.
- 17.
- 22.
- 27.
- 32.
- 37.
- 42.
- 47 .
- 52.
- 57 .
- 62.
- 67.
- 72.
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
1063.
1626.
0.
674.
19432.
1091633.
2072.
11265.
.0
.0
.0
.0
.0
.0
.0
. 1
.6
.0
.0
.2
.4
. 7
.8
0.
0.
0.
0.
0.
0.
0.
273.
0.
0.
2290.
6144 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.7
.0
.0
.0
0.
0.
0.
0.
0.
1012.
0.
146013.
446211.
117423.
172792.
53201.
106365.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.4
.2
.2
.4
. 7
. 7
.0
.0
0
0
0
0
0
0
0
11719
370
12
25709
717
13375
0
0
.0
.0
.0
.0
.0
.0
.0
.3
.6
.4
.6
.9
.5
.0
.0
0.
0.
0.
0.
0.
293081.
0.
0.
52264.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.8
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
294094 .
0.
159068.
500473 .
117435 .
201466.
79496 .
1211374.
2072.
11265.
.0
.0
.0
.0
.0
.7
.0
.8
.1
.6
.1
.5
.6
.7
.8
Total
1127767.i
8707.8 1043020.6
51905.3
345346.4 2576747.!
Final Report — September 1998
9811ap2E.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL 2F-1
APPENDIX 2r
HOURLY VMT MODEL OUTPUT BY FUNCTIONAL CLASS
AND SPEED FOR HOUSTON IN 2020
USING HGAC TRANSPORTATION MODEL SPEEDS
98llap2F.wpd Final Report — September 1998
-------
2F-2 SYSTEMSAPPLICA TIONSINTERNA TIONAL
Final Report — September 1998 981 lap2F.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2F-3
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: Off
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 1
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
1063.
1626.
0.
674.
19432 .
1091633.
2072 .
11265.
.0
.0
.0
.0
.0
.0
.0
. 1
.6
.0
.0
.2
.4
. 7
.8
0.
0.
0.
0.
0.
0.
0.
273 .
0.
0.
2290 .
6144 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.7
.0
.0
.0
0.
0.
0.
0.
0.
1012 .
0.
146013.
446211.
117423 .
172792 .
53201.
106365.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.4
.2
.2
.4
. 7
. 7
.0
.0
0.
0.
0.
0.
0.
0.
0.
11719 .
370.
12 .
25709.
717 .
13375.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.3
.6
.4
.6
.9
.5
.0
.0
0.
0.
0.
0.
0.
293081.
0.
0.
52264.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.8
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
294094 .
0.
159068.
500473.
117435.
201466 .
79496.
1211374 .
2072 .
11265.
.0
.0
.0
.0
.0
.7
.0
.8
.1
.6
.1
.5
.6
.7
.8
1127767. 8
8707.8 1043020.6
51905.3
345346.4 2576747.!
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: Off
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 2
Speed Range
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
Total
0
5
5
5
5
5
5
5
5
5
5
5
5
5
5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
1063.
1626.
0.
674.
19432 .
1091633.
2072 .
11265.
1127767.
.0
.0
.0
.0
.0
.0
.0
. 1
.6
.0
.0
.2
.4
. 7
.8
.8
0.
0.
0.
0.
0.
0.
0.
273 .
0.
0.
2290 .
6144 .
0.
0.
0.
8707.
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.7
.0
.0
.0
.8
0.
0.
0.
0.
0.
1012 .
0.
146013.
446211.
117423 .
172792 .
53201.
106365.
0.
0.
1043020.
.0
.0
.0
.0
.0
.9
.0
.4
.2
.2
.4
. 7
. 7
.0
.0
.6
0.
0.
0.
0.
0.
0.
0.
11719 .
370.
12 .
25709.
717 .
13375.
0.
0.
51905.
.0
.0
.0
.0
.0
.0
.0
.3
.6
.4
.6
.9
.5
.0
.0
.3
0.
0.
0.
0.
0.
293081.
0.
0.
52264.
0.
0.
0.
0.
0.
0.
345346.
.0
.0
.0
.0
.0
.8
.0
.0
. 7
.0
.0
.0
.0
.0
.0
.4
0.
0.
0.
0.
0.
294094 .
0.
159068.
500473.
117435.
201466 .
79496.
1211374 .
2072 .
11265.
2576747 .
.0
.0
.0
.0
.0
.7
.0
.8
.1
.6
.1
.5
.6
.7
.8
.8
9811ap2F.wpd
Final Report — September 1998
-------
2F-4
SYSTEMSAPPLICA TIONSINTERNA TIONAL
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: Off
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 3
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
1063.
1626.
0.
674.
19432 .
1091633.
2072 .
11265.
.0
.0
.0
.0
.0
.0
.0
. 1
.6
.0
.0
.2
.4
. 7
.8
0.
0.
0.
0.
0.
0.
0.
273 .
0.
0.
2290 .
6144 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.7
.0
.0
.0
0.
0.
0.
0.
0.
1012 .
0.
146013.
446211.
117423 .
172792 .
53201.
106365.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.4
.2
.2
.4
. 7
. 7
.0
.0
0.
0.
0.
0.
0.
0.
0.
11719 .
370.
12 .
25709.
717 .
13375.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.3
.6
.4
.6
.9
.5
.0
.0
0.
0.
0.
0.
0.
293081.
0.
0.
52264.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.8
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
294094 .
0.
159068.
500473.
117435.
201466 .
79496.
1211374 .
2072 .
11265.
.0
.0
.0
.0
.0
.7
.0
.8
.1
.6
.1
.5
.6
.7
.8
1127767. 8
8707.8 1043020.6
51905.3
345346.4 2576747.!
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: Off
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 4
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
1063.
1626.
0.
674.
19432 .
1091633.
2072 .
11265.
.0
.0
.0
.0
.0
.0
.0
. 1
.6
.0
.0
.2
.4
. 7
.8
0.
0.
0.
0.
0.
0.
0.
273 .
0.
0.
2290 .
6144 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.7
.0
.0
.0
0.
0.
0.
0.
0.
1012 .
0.
146013.
446211.
117423 .
172792 .
53201.
106365.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.4
.2
.2
.4
. 7
. 7
.0
.0
0.
0.
0.
0.
0.
0.
0.
11719 .
370.
12 .
25709.
717 .
13375.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.3
.6
.4
.6
.9
.5
.0
.0
0.
0.
0.
0.
0.
293081.
0.
0.
52264.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.8
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
294094 .
0.
159068.
500473.
117435.
201466 .
79496.
1211374 .
2072 .
11265.
.0
.0
.0
.0
.0
.7
.0
.8
.1
.6
.1
.5
.6
.7
.8
1127767. 8
8707.8 1043020.6
51905.3
345346.4 2576747.!
Final Report — September 1998
9811ap2F.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2F-5
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: Off
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 5
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
1063.
1626.
0.
674.
19432 .
1091633.
2072 .
11265.
.0
.0
.0
.0
.0
.0
.0
. 1
.6
.0
.0
.2
.4
. 7
.8
0.
0.
0.
0.
0.
0.
0.
273 .
0.
0.
2290 .
6144 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.7
.0
.0
.0
0.
0.
0.
0.
0.
1012 .
0.
146013.
446211.
117423 .
172792 .
53201.
106365.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.4
.2
.2
.4
. 7
. 7
.0
.0
0.
0.
0.
0.
0.
0.
0.
11719 .
370.
12 .
25709.
717 .
13375.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.3
.6
.4
.6
.9
.5
.0
.0
0.
0.
0.
0.
0.
293081.
0.
0.
52264.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.8
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
294094 .
0.
159068.
500473.
117435.
201466 .
79496.
1211374 .
2072 .
11265.
.0
.0
.0
.0
.0
.7
.0
.8
.1
.6
.1
.5
.6
.7
.8
1127767. 8
8707.8 1043020.6
51905.3
345346.4 2576747.!
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: Off
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 6
Speed Range
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
5043.
7717.
0.
2847.
92577.
5190166.
11008.
49666.
.0
.0
.0
.0
.0
.0
.0
.4
.5
.0
.0
.9
.0
.5
.8
0.
0.
0.
0.
0.
0.
0.
2117 .
0.
0.
10156.
30213.
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.9
.0
.0
.0
.1
.0
.0
.0
0.
0.
0.
0.
0.
4127.
0.
668755.
2048239.
535233.
810455.
255745.
495551.
0.
0.
.0
.0
.0
.0
.0
.6
.0
.2
.8
.9
.4
.4
.2
.0
.0
0
0
0
0
0
0
0
53361
1916
40
123603
3690
61935
0
0
.0
.0
.0
.0
.0
.0
.0
.2
.1
.6
.2
.5
.5
.0
.0
0.
0.
0.
0.
0.
1189857.
0.
0.
214316.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.5
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
1193985.
0.
729277 .
2272190 .
535274.
947061 .
382226 .
5747652.
11008.
49666.
.0
.0
.0
.0
.0
.1
.0
.7
.0
.5
.6
.9
.5
.5
.8
Total
5359027.5
42487.0 4818108.5
244547.1 1404174.1 11868344.0
9811ap2F.wpd
Final Report — September 1998
-------
2F-6
SYSTEMSAPPLICA TIONSINTERNA TIONAL
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: Off
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 7
Speed Range
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
3767.
5765.
0.
2126.
69158.
3877212 .
8223.
37102 .
.0
.0
.0
.0
.0
.0
.0
.6
.2
.0
.8
.5
.3
. 7
.6
0.
0.
0.
0.
0.
0.
0.
1582.
0.
0.
7586.
22570 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.2
.0
.0
.8
.1
.0
.0
.0
0.
0.
0.
0.
0.
3083.
0.
499580.
1530097.
399836.
605434.
191049.
370191.
0.
0.
.0
.0
.0
.0
.0
.4
.0
.0
.3
. 1
. 1
.5
. 7
.0
.0
0
0
0
0
0
0
0
39862
1431
30
92335
2756
46267
0
0
.0
.0
.0
.0
.0
.0
.0
.4
.4
.3
.2
.9
.7
.0
.0
0.
0.
0.
0.
0.
888859.
0.
0.
160101.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.2
.0
.0
.0
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
891942 .
0.
544792 .
1697394.
399866.
707482 .
285535.
4293671 .
8223.
37102 .
.0
.0
.0
.0
.0
.6
.0
.2
.9
.4
.9
.0
.5
.7
.6
Total
4003356.5
31739.1 3599272.3
182684.0 1048960.3 8866012.0
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: Off
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 8
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
2505.
4017.
0.
1535.
51193.
2857224.
4831.
28334.
.0
.0
.0
.0
.0
.0
.0
.2
.5
.0
.0
.2
.5
.9
.4
0.
0.
0.
0.
0.
0.
0.
253.
0.
0.
5848.
13244 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.9
.0
.0
.9
.1
.0
.0
.0
0.
0.
0.
0.
0.
3066.
0.
383259.
1122718.
288231.
432742 .
126673.
264233.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.0
. 1
.8
.9
.4
. 7
.0
.0
0
0
0
0
0
0
0
29543
721
28
57327
1326
31395
0
0
.0
.0
.0
.0
.0
.0
.0
.7
.1
.0
.8
.2
.3
.0
.0
0.
0.
0.
0.
0.
815934.
0.
0.
139771.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.4
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
819001.
0.
415561.
1267228 .
288259.
497454 .
192436.
3152853.
4831.
28334.
.0
.0
.0
.0
.0
.2
.0
.8
.5
.8
.6
.9
.5
.9
.4
2949641. 8
19346.9 2620925.!
120342 .1
955706.1 6665962.5
Final Report — September 1998
9811ap2F.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2F-7
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: Off
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 9
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
2505.
4017.
0.
1535.
51193.
2857224.
4831.
28334.
.0
.0
.0
.0
.0
.0
.0
.2
.5
.0
.0
.2
.5
.9
.4
0.
0.
0.
0.
0.
0.
0.
253.
0.
0.
5848.
13244 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.9
.0
.0
.9
.1
.0
.0
.0
0.
0.
0.
0.
0.
3066.
0.
383259.
1122718.
288231.
432742 .
126673.
264233.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.0
. 1
.8
.9
.4
. 7
.0
.0
0
0
0
0
0
0
0
29543
721
28
57327
1326
31395
0
0
.0
.0
.0
.0
.0
.0
.0
.7
.1
.0
.8
.2
.3
.0
.0
0.
0.
0.
0.
0.
815934.
0.
0.
139771.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.4
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
819001.
0.
415561.
1267228 .
288259.
497454 .
192436.
3152853.
4831.
28334.
.0
.0
.0
.0
.0
.2
.0
.8
.5
.8
.6
.9
.5
.9
.4
2949641.8
19346.9 2620925.!
120342 .1
955706.1 6665962.5
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: Off
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 10
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
2505.
4017.
0.
1535.
51193.
2857224.
4831.
28334.
.0
.0
.0
.0
.0
.0
.0
.2
.5
.0
.0
.2
.5
.9
.4
0.
0.
0.
0.
0.
0.
0.
253.
0.
0.
5848.
13244 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.9
.0
.0
.9
.1
.0
.0
.0
0.
0.
0.
0.
0.
3066.
0.
383259.
1122718.
288231.
432742 .
126673.
264233.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.0
. 1
.8
.9
.4
. 7
.0
.0
0
0
0
0
0
0
0
29543
721
28
57327
1326
31395
0
0
.0
.0
.0
.0
.0
.0
.0
.7
.1
.0
.8
.2
.3
.0
.0
0.
0.
0.
0.
0.
815934.
0.
0.
139771.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.4
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
819001.
0.
415561.
1267228 .
288259.
497454 .
192436.
3152853.
4831.
28334.
.0
.0
.0
.0
.0
.2
.0
.8
.5
.8
.6
.9
.5
.9
.4
2949641.8
19346.9 2620925.!
120342 .1
955706.1 6665962.5
9811ap2F.wpd
Final Report — September 1998
-------
2F-8
SYSTEMSAPPLICA TIONSINTERNA TIONAL
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: Off
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 11
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
2505.
4017.
0.
1535.
51193.
2857224.
4831.
28334.
.0
.0
.0
.0
.0
.0
.0
.2
.5
.0
.0
.2
.5
.9
.4
0.
0.
0.
0.
0.
0.
0.
253.
0.
0.
5848.
13244 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.9
.0
.0
.9
.1
.0
.0
.0
0.
0.
0.
0.
0.
3066.
0.
383259.
1122718.
288231.
432742 .
126673.
264233.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.0
. 1
.8
.9
.4
. 7
.0
.0
0
0
0
0
0
0
0
29543
721
28
57327
1326
31395
0
0
.0
.0
.0
.0
.0
.0
.0
.7
.1
.0
.8
.2
.3
.0
.0
0.
0.
0.
0.
0.
815934.
0.
0.
139771.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.4
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
819001.
0.
415561.
1267228 .
288259.
497454 .
192436.
3152853.
4831.
28334.
.0
.0
.0
.0
.0
.2
.0
.8
.5
.8
.6
.9
.5
.9
.4
2949641. 8
19346.9 2620925.!
120342 .1
955706.1 6665962.5
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: Off
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 12
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
2505.
4017.
0.
1535.
51193.
2857224.
4831.
28334.
.0
.0
.0
.0
.0
.0
.0
.2
.5
.0
.0
.2
.5
.9
.4
0.
0.
0.
0.
0.
0.
0.
253.
0.
0.
5848.
13244 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.9
.0
.0
.9
.1
.0
.0
.0
0.
0.
0.
0.
0.
3066.
0.
383259.
1122718.
288231.
432742 .
126673.
264233.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.0
. 1
.8
.9
.4
. 7
.0
.0
0
0
0
0
0
0
0
29543
721
28
57327
1326
31395
0
0
.0
.0
.0
.0
.0
.0
.0
.7
.1
.0
.8
.2
.3
.0
.0
0.
0.
0.
0.
0.
815934.
0.
0.
139771.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.4
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
819001.
0.
415561.
1267228 .
288259.
497454 .
192436.
3152853.
4831.
28334.
.0
.0
.0
.0
.0
.2
.0
.8
.5
.8
.6
.9
.5
.9
.4
2949641. 8
19346.9 2620925.!
120342 .1
955706.1 6665962.5
Final Report — September 1998
9811ap2F.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2F-9
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: Off
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 13
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
2505.
4017.
0.
1535.
51193.
2857224.
4831.
28334.
.0
.0
.0
.0
.0
.0
.0
.2
.5
.0
.0
.2
.5
.9
.4
0.
0.
0.
0.
0.
0.
0.
253.
0.
0.
5848.
13244 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.9
.0
.0
.9
.1
.0
.0
.0
0.
0.
0.
0.
0.
3066.
0.
383259.
1122718.
288231.
432742 .
126673.
264233.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.0
. 1
.8
.9
.4
. 7
.0
.0
0
0
0
0
0
0
0
29543
721
28
57327
1326
31395
0
0
.0
.0
.0
.0
.0
.0
.0
.7
.1
.0
.8
.2
.3
.0
.0
0.
0.
0.
0.
0.
815934.
0.
0.
139771.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.4
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
819001.
0.
415561.
1267228 .
288259.
497454 .
192436.
3152853.
4831.
28334.
.0
.0
.0
.0
.0
.2
.0
.8
.5
.8
.6
.9
.5
.9
.4
2949641.8
19346.9 2620925.!
120342 .1
955706.1 6665962.5
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: Off
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 14
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
2505.
4017.
0.
1535.
51193.
2857224.
4831.
28334.
.0
.0
.0
.0
.0
.0
.0
.2
.5
.0
.0
.2
.5
.9
.4
0.
0.
0.
0.
0.
0.
0.
253.
0.
0.
5848.
13244 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.9
.0
.0
.9
.1
.0
.0
.0
0.
0.
0.
0.
0.
3066.
0.
383259.
1122718.
288231.
432742 .
126673.
264233.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.0
. 1
.8
.9
.4
. 7
.0
.0
0
0
0
0
0
0
0
29543
721
28
57327
1326
31395
0
0
.0
.0
.0
.0
.0
.0
.0
.7
.1
.0
.8
.2
.3
.0
.0
0.
0.
0.
0.
0.
815934.
0.
0.
139771.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.4
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
819001.
0.
415561.
1267228 .
288259.
497454 .
192436.
3152853.
4831.
28334.
.0
.0
.0
.0
.0
.2
.0
.8
.5
.8
.6
.9
.5
.9
.4
2949641.8
19346.9 2620925.!
120342 .1
955706.1 6665962.5
9811ap2F.wpd
Final Report — September 1998
-------
2F-10
SYSTEMS APPLICA TIONS INTERN A TIONAL
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: Off
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 15
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
2059.
3029.
0.
1323.
43599.
2280609.
3485.
25305.
.0
.0
.0
.0
.0
.0
.0
.2
.4
.0
.8
. 7
.5
.6
.0
0.
0.
0.
0.
0.
0.
0.
117 .
0.
0.
4446 .
10051.
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.9
.0
.0
.8
.7
.0
.0
.0
0.
0.
0.
0.
0.
2043.
0.
253244.
778208.
220600.
350404.
96153.
214219.
0.
0.
.0
.0
.0
.0
.0
.8
.0
.8
.4
. 1
.0
.6
. 7
.0
.0
0
0
0
0
0
0
0
19282
452
7
47801
1053
28939
0
0
.0
.0
.0
.0
.0
.0
.0
.2
.8
.4
.3
.0
.5
.0
.0
0.
0.
0.
0.
0.
591624.
0.
0.
104691.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.2
.0
.0
.2
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
593668.
0.
274704 .
886381.
220607 .
403975.
150858.
2523768.
3485.
25305.
.0
.0
.0
.0
.0
.0
.0
.1
.7
.5
.9
.0
.8
.6
.0
2359412.0
14616.5 1914874.5
97536.2
696315.5 5082754.5
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: Off
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 16
Speed Range
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
4033.
5934.
0.
2593.
85406.
4467411.
6827.
49569.
.0
.0
.0
.0
.0
.0
.0
. 7
.2
.0
. 1
. 1
.5
.8
.2
0.
0.
0.
0.
0.
0.
0.
231.
0.
0.
8710.
19689.
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.7
.9
.0
.0
.0
0.
0.
0.
0.
0.
4003.
0.
496073.
1524408.
432126.
686395.
188352.
419628.
0.
0.
.0
.0
.0
.0
.0
.6
.0
.5
.3
.3
.4
.3
.4
.0
.0
0.
0.
0.
0.
0.
0.
0.
37771 .
886.
14 .
93636.
2062.
56688.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.3
.9
.6
.5
.6
.6
.0
.0
0.
0.
0.
0.
0.
1158913.
0.
0.
205076.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.5
.0
.0
.2
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
1162917 .
0.
538109.
1736305.
432140 .
791335.
295510.
4943728 .
6827.
49569.
.0
.0
.0
.0
.0
.1
.0
.5
.6
.9
.7
.9
.5
.8
.2
Total
4621775. 5
28631.7 3750988.0
191060.6 1363989.8 9956446.0
Final Report — September 1998
9811ap2F.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2F-11
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: Off
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 17
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
3014.
4434.
0.
1937.
63828.
3338708.
5102.
37045.
.0
.0
.0
.0
.0
.0
.0
.5
.9
.0
.9
.0
.8
. 7
.4
0.
0.
0.
0.
0.
0.
0.
172 .
0.
0.
6509.
14715 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.7
.0
.0
.9
.2
.0
.0
.0
0.
0.
0.
0.
0.
2992 .
0.
370738.
1139260.
322948.
512975.
140764.
313607.
0.
0.
.0
.0
.0
.0
.0
. 1
.0
.9
.3
.5
. 7
.6
. 7
.0
.0
0.
0.
0.
0.
0.
0.
0.
28228 .
662.
10.
69979.
1541 .
42366.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.3
.8
.9
.0
.5
.0
.0
.0
0.
0.
0.
0.
0.
866110.
0.
0.
153263.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.6
.0
.0
. 1
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
869102.
0.
402154 .
1297621 .
322959.
591402.
220849 .
3694682.
5102.
37045.
.0
.0
.0
.0
.0
.7
.0
.4
.0
.4
.5
.3
.5
.7
.4
3454072.3
21397 .!
2803287. !
142788.6 1019373.7 7440920.0
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: Off
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 18
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
1063.
1626.
0.
674.
19432 .
1091633.
2072 .
11265.
.0
.0
.0
.0
.0
.0
.0
. 1
.6
.0
.0
.2
.4
. 7
.8
0.
0.
0.
0.
0.
0.
0.
273 .
0.
0.
2290 .
6144 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.7
.0
.0
.0
0.
0.
0.
0.
0.
1012 .
0.
146013.
446211.
117423 .
172792 .
53201.
106365.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.4
.2
.2
.4
. 7
. 7
.0
.0
0.
0.
0.
0.
0.
0.
0.
11719 .
370.
12 .
25709.
717 .
13375.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.3
.6
.4
.6
.9
.5
.0
.0
0.
0.
0.
0.
0.
293081.
0.
0.
52264.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.8
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
294094 .
0.
159068.
500473.
117435.
201466 .
79496.
1211374 .
2072 .
11265.
.0
.0
.0
.0
.0
.7
.0
.8
.1
.6
.1
.5
.6
.7
.8
1127767. 8
8707.8 1043020.6
51905.3
345346.4 2576747.!
9811ap2F.wpd
Final Report — September 1998
-------
2F-12
SYSTEMS APPLICA TIONS INTERN A TIONAL
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: Off
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 19
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
1063.
1626.
0.
674.
19432 .
1091633.
2072 .
11265.
.0
.0
.0
.0
.0
.0
.0
. 1
.6
.0
.0
.2
.4
. 7
.8
0.
0.
0.
0.
0.
0.
0.
273 .
0.
0.
2290 .
6144 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.7
.0
.0
.0
0.
0.
0.
0.
0.
1012 .
0.
146013.
446211.
117423 .
172792 .
53201.
106365.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.4
.2
.2
.4
. 7
. 7
.0
.0
0.
0.
0.
0.
0.
0.
0.
11719 .
370.
12 .
25709.
717 .
13375.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.3
.6
.4
.6
.9
.5
.0
.0
0.
0.
0.
0.
0.
293081.
0.
0.
52264.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.8
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
294094 .
0.
159068.
500473.
117435.
201466 .
79496.
1211374 .
2072 .
11265.
.0
.0
.0
.0
.0
.7
.0
.8
.1
.6
.1
.5
.6
.7
.8
1127767. 8
8707.8 1043020.6
51905.3
345346.4 2576747.!
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: Off
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 20
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
1063.
1626.
0.
674.
19432 .
1091633.
2072 .
11265.
.0
.0
.0
.0
.0
.0
.0
. 1
.6
.0
.0
.2
.4
. 7
.8
0.
0.
0.
0.
0.
0.
0.
273 .
0.
0.
2290 .
6144 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.7
.0
.0
.0
0.
0.
0.
0.
0.
1012 .
0.
146013.
446211.
117423 .
172792 .
53201.
106365.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.4
.2
.2
.4
. 7
. 7
.0
.0
0.
0.
0.
0.
0.
0.
0.
11719 .
370.
12 .
25709.
717 .
13375.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.3
.6
.4
.6
.9
.5
.0
.0
0.
0.
0.
0.
0.
293081.
0.
0.
52264.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.8
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
294094 .
0.
159068.
500473.
117435.
201466 .
79496.
1211374 .
2072 .
11265.
.0
.0
.0
.0
.0
.7
.0
.8
.1
.6
.1
.5
.6
.7
.8
1127767. 8
8707.8 1043020.6
51905.3
345346.4 2576747.!
Final Report — September 1998
9811ap2F.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2F-13
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: Off
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 21
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
1063.
1626.
0.
674.
19432 .
1091633.
2072 .
11265.
.0
.0
.0
.0
.0
.0
.0
. 1
.6
.0
.0
.2
.4
. 7
.8
0.
0.
0.
0.
0.
0.
0.
273 .
0.
0.
2290 .
6144 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.7
.0
.0
.0
0.
0.
0.
0.
0.
1012 .
0.
146013.
446211.
117423 .
172792 .
53201.
106365.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.4
.2
.2
.4
. 7
. 7
.0
.0
0.
0.
0.
0.
0.
0.
0.
11719 .
370.
12 .
25709.
717 .
13375.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.3
.6
.4
.6
.9
.5
.0
.0
0.
0.
0.
0.
0.
293081.
0.
0.
52264.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.8
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
294094 .
0.
159068.
500473.
117435.
201466 .
79496.
1211374 .
2072 .
11265.
.0
.0
.0
.0
.0
.7
.0
.8
.1
.6
.1
.5
.6
.7
.8
1127767. 8
8707.8 1043020.6
51905.3
345346.4 2576747.!
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: Off
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 22
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
1063.
1626.
0.
674.
19432 .
1091633.
2072 .
11265.
.0
.0
.0
.0
.0
.0
.0
. 1
.6
.0
.0
.2
.4
. 7
.8
0.
0.
0.
0.
0.
0.
0.
273 .
0.
0.
2290 .
6144 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.7
.0
.0
.0
0.
0.
0.
0.
0.
1012 .
0.
146013.
446211.
117423 .
172792 .
53201.
106365.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.4
.2
.2
.4
. 7
. 7
.0
.0
0.
0.
0.
0.
0.
0.
0.
11719 .
370.
12 .
25709.
717 .
13375.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.3
.6
.4
.6
.9
.5
.0
.0
0.
0.
0.
0.
0.
293081.
0.
0.
52264.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.8
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
294094 .
0.
159068.
500473.
117435.
201466 .
79496.
1211374 .
2072 .
11265.
.0
.0
.0
.0
.0
.7
.0
.8
.1
.6
.1
.5
.6
.7
.8
1127767. 8
8707.8 1043020.6
51905.3
345346.4 2576747.!
9811ap2F.wpd
Final Report — September 1998
-------
2F-14
SYSTEMS APPLICA TIONS INTERN A TIONAL
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: Off
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 23
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
1063.
1626.
0.
674.
19432 .
1091633.
2072 .
11265.
.0
.0
.0
.0
.0
.0
.0
. 1
.6
.0
.0
.2
.4
. 7
.8
0.
0.
0.
0.
0.
0.
0.
273 .
0.
0.
2290 .
6144 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.7
.0
.0
.0
0.
0.
0.
0.
0.
1012 .
0.
146013.
446211.
117423 .
172792 .
53201.
106365.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.4
.2
.2
.4
. 7
. 7
.0
.0
0.
0.
0.
0.
0.
0.
0.
11719 .
370.
12 .
25709.
717 .
13375.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.3
.6
.4
.6
.9
.5
.0
.0
0.
0.
0.
0.
0.
293081.
0.
0.
52264.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.8
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
294094 .
0.
159068.
500473.
117435.
201466 .
79496.
1211374 .
2072 .
11265.
.0
.0
.0
.0
.0
.7
.0
.8
.1
.6
.1
.5
.6
.7
.8
1127767. 8
8707.8 1043020.6
51905.3
345346.4 2576747.!
PSRC-EMS Module 2.0 Sept 96XTR
HGAC HARRIS
Speed Processor: Off
SUM 06
Summary of Travel by Link Speed and Profile Table
Hour 24
Speed Range
Total
FREEWAY
Vehicle Miles
EXPRESSWAY ARTERIAL COLLECTOR LOCAL
TOTAL
0.
2 .
7.
12 .
17.
22 .
27.
32.
37.
42 .
47.
52.
57.
62.
67.
.0
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
- 2 .
7 .
- 12 .
- 17 .
- 22 .
- 27 .
- 32.
- 37.
- 42 .
- 47 .
- 52.
- 57.
- 62.
- 67.
- 72 .
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
0.
0.
0.
0.
0.
0.
0.
1063.
1626.
0.
674.
19432 .
1091633.
2072 .
11265.
.0
.0
.0
.0
.0
.0
.0
. 1
.6
.0
.0
.2
.4
. 7
.8
0.
0.
0.
0.
0.
0.
0.
273 .
0.
0.
2290 .
6144 .
0.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.1
.7
.0
.0
.0
0.
0.
0.
0.
0.
1012 .
0.
146013.
446211.
117423 .
172792 .
53201.
106365.
0.
0.
.0
.0
.0
.0
.0
.9
.0
.4
.2
.2
.4
. 7
. 7
.0
.0
0.
0.
0.
0.
0.
0.
0.
11719 .
370.
12 .
25709.
717 .
13375.
0.
0.
.0
.0
.0
.0
.0
.0
.0
.3
.6
.4
.6
.9
.5
.0
.0
0.
0.
0.
0.
0.
293081.
0.
0.
52264.
0.
0.
0.
0.
0.
0.
.0
.0
.0
.0
.0
.8
.0
.0
. 7
.0
.0
.0
.0
.0
.0
0.
0.
0.
0.
0.
294094 .
0.
159068.
500473.
117435.
201466 .
79496.
1211374 .
2072 .
11265.
.0
.0
.0
.0
.0
.7
.0
.8
.1
.6
.1
.5
.6
.7
.8
1127767. 8
8707.8 1043020.6
51905.3
345346.4 2576747.!
Final Report — September 1998
9811ap2F.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL 2G-1
APPENDIX 2c
HOURLY FRACTIONAL VMT DISTRIBUTIONS BY FUNCTIONAL
CLASS AND SPEED FOR CHARLOTTE, NC
98llap2G.wpd Final Report — September 1998
-------
2G-2 SYSTEMS APPLICATIONS INTERNATIONAL
Final Report — September 1998 98llaP2G.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2G-3
**** SAI VMT2a Output, March 98 ****
Hour
Charlotte, NC: Fraction of VMT by Hour
Speed Bin
FREEWAY MAJOR ART MINOR ART
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.2654
.0000
.2449
.0000
.4897
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.5745
.0000
.4255
.0000
.0000
.0000
.0000
.0000
.0000
.0000
**** SAI VMT2a Output, March 98 ****
Hour
Charlotte, NC: Fraction of VMT by Hour
Speed Bin
FREEWAY MAJOR ART MINOR ART
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.2380
.0000
.2288
.0000
.5332
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.5957
.0000
.4043
.0000
.0000
.0000
.0000
.0000
.0000
9811ap2G.wpd
Final Report — September 1998
-------
2G-4 SYSTEMS APPLICATIONS INTERNATIONAL
75 0.0000 0.0000 0.0000
Final Report — September 1998 98llaP2G.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2G-5
**** SAI VMT2a Output, March 98 ****
Charlotte, NC: Fraction of VMT by Hour
Hour 3
Speed Bin
FREEWAY MAJOR ART MINOR ART
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.2357
.0000
.2357
.0000
.5286
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.5851
.0000
.4149
.0000
.0000
.0000
.0000
.0000
.0000
.0000
**** SAI VMT2a Output, March 98 ****
Charlotte, NC: Fraction of VMT by Hour
Hour
Speed Bin
FREEWAY MAJOR ART MINOR ART
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.1968
.0000
.2677
.0000
.5355
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.5851
.0000
.4149
.0000
.0000
.0000
.0000
.0000
.0000
.0000
9811ap2G.wpd
Final Report — September 1998
-------
2G-6 SYSTEMS APPLICATIONS INTERNATIONAL
Final Report —September 1998 98llaP2G.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2G-7
**** SAI VMT2a Output, March 98 ****
Charlotte, NC: Fraction of VMT by Hour
Hour 5
Speed Bin
FREEWAY MAJOR ART MINOR ART
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.2105
.0000
.2586
.0000
.5309
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.6064
.0000
.3936
.0000
.0000
.0000
.0000
.0000
.0000
.0000
**** SAI VMT2a Output, March 98 ****
Charlotte, NC: Fraction of VMT by Hour
Hour
Speed Bin
FREEWAY MAJOR ART MINOR ART
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.2037
.0000
.2723
.0000
.5240
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.5638
.0000
.4362
.0000
.0000
.0000
.0000
.0000
.0000
.0000
9811ap2G.wpd
Final Report — September 1998
-------
2G-8 SYSTEMS APPLICATIONS INTERNATIONAL
Final Report —September 1998 98llaP2G.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2G-9
**** SAI VMT2a Output, March 98 ****
Charlotte, NC: Fraction of VMT by Hour
Hour 7
Speed Bin
FREEWAY MAJOR ART MINOR ART
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.1922
.0000
.2494
.0023
.5561
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0106
.5532
.0106
.4255
.0000
.0000
.0000
.0000
.0000
.0000
.0000
**** SAI VMT2a Output, March 98 ****
Charlotte, NC: Fraction of VMT by Hour
Hour 8
Speed Bin
FREEWAY MAJOR ART MINOR ART
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.1281
.0000
.2838
.0023
.5858
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0213
.0000
.0000
.0213
.0106
.5319
.0000
.4149
.0000
.0000
.0000
.0000
.0000
.0000
.0000
9811ap2G.wpd
Final Report — September 1998
-------
2G-10 SYSTEMS APPLICATIONS INTERNATIONAL
Final Report — September 1998 98llaP2G.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2G-11
**** SAI VMT2a Output, March 98 ****
Charlotte, NC: Fraction of VMT by Hour
Hour 9
Speed Bin
FREEWAY MAJOR ART MINOR ART
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.1373
.0000
.2838
.0023
.5767
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0106
.0213
.0106
.0000
.5426
.0106
.4043
.0000
.0000
.0000
.0000
.0000
.0000
.0000
**** SAI VMT2a Output, March 98 ****
Charlotte, NC: Fraction of VMT by Hour
Hour 10
Speed Bin
FREEWAY MAJOR ART MINOR ART
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0870
.0000
.3043
.0000
.6087
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0106
.5532
.0000
.4362
.0000
.0000
.0000
.0000
.0000
.0000
.0000
9811ap2G.wpd
Final Report — September 1998
-------
2G-12 SYSTEMS APPLICATIONS INTERNATIONAL
Final Report — September 1998 98llaP2G.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2G-13
**** SAI VMT2a Output, March 98 ****
Charlotte, NC: Fraction of VMT by Hour
Hour 11
Speed Bin
FREEWAY MAJOR ART MINOR ART
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0892
.0000
.2906
.0000
.6201
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0106
.4894
.0106
.4894
.0000
.0000
.0000
.0000
.0000
.0000
.0000
**** SAI VMT2a Output, March 98 ****
Charlotte, NC: Fraction of VMT by Hour
Hour 12
Speed Bin
FREEWAY MAJOR ART MINOR ART
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0732
.0000
.3181
.0023
.6064
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0106
.0000
.4894
.0000
.5000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
9811ap2G.wpd
Final Report — September 1998
-------
2G-14 SYSTEMS APPLICATIONS INTERNATIONAL
Final Report — September 1998 98llaP2G.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2G-15
**** SAI VMT2a Output, March 98 ****
Charlotte, NC: Fraction of VMT by Hour
Hour 13
Speed Bin
FREEWAY MAJOR ART MINOR ART
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0709
.0000
.3410
.0023
.5858
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0106
.0000
.5000
.0106
.4787
.0000
.0000
.0000
.0000
.0000
.0000
.0000
**** SAI VMT2a Output, March 98 ****
Charlotte, NC: Fraction of VMT by Hour
Hour 14
Speed Bin
FREEWAY MAJOR ART MINOR ART
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0595
.0000
.3410
.0023
.5973
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0106
.0000
.0000
.0106
.0106
.5213
.0000
.4468
.0000
.0000
.0000
.0000
.0000
.0000
.0000
9811ap2G.wpd
Final Report — September 1998
-------
2G-16 SYSTEMS APPLICATIONS INTERNATIONAL
Final Report — September 1998 98llaP2G.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2G-17
**** SAI VMT2a Output, March 98 ****
Charlotte, NC: Fraction of VMT by Hour
Hour 15
Speed Bin
FREEWAY MAJOR ART MINOR ART
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0618
.0000
.3112
.0023
.6247
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0106
.0000
.0106
.5000
.0000
.4787
.0000
.0000
.0000
.0000
.0000
.0000
.0000
**** SAI VMT2a Output, March 98 ****
Charlotte, NC: Fraction of VMT by Hour
Hour 16
Speed Bin
FREEWAY MAJOR ART MINOR ART
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0366
.0000
.3272
.0023
.6339
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.5106
.0000
.4894
.0000
.0000
.0000
.0000
.0000
.0000
.0000
9811ap2G.wpd
Final Report — September 1998
-------
2G-18 SYSTEMS APPLICATIONS INTERNATIONAL
Final Report — September 1998 98llaP2G.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2G-19
**** SAI VMT2a Output, March 98 ****
Charlotte, NC: Fraction of VMT by Hour
Hour 17
Speed Bin
FREEWAY MAJOR ART MINOR ART
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0092
.0023
.3364
.0046
.6476
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0106
.0319
.0000
.5319
.0000
.4255
.0000
.0000
.0000
.0000
.0000
.0000
.0000
**** SAI VMT2a Output, March 98 ****
Charlotte, NC: Fraction of VMT by Hour
Hour 18
Speed Bin
FREEWAY MAJOR ART MINOR ART
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0366
.0023
.3295
.0069
.6247
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0426
.0106
.0106
.0213
.0106
.5106
.0106
.3830
.0000
.0000
.0000
.0000
.0000
.0000
.0000
9811ap2G.wpd
Final Report — September 1998
-------
2G-20 SYSTEMS APPLICATIONS INTERNATIONAL
Final Report —September 1998 98llaP2G.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2G-21
**** SAI VMT2a Output, March 98 ****
Charlotte, NC: Fraction of VMT by Hour
Hour 19
Speed Bin
FREEWAY MAJOR ART MINOR ART
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0229
.0023
.3432
.0069
.6247
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0106
.0213
.0106
.0106
.5106
.0106
.4255
.0000
.0000
.0000
.0000
.0000
.0000
.0000
**** SAI VMT2a Output, March 98 ****
Charlotte, NC: Fraction of VMT by Hour
Hour 20
Speed Bin
FREEWAY MAJOR ART MINOR ART
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0229
.0023
.3364
.0023
.6362
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0106
.0213
.5426
.0000
.4255
.0000
.0000
.0000
.0000
.0000
.0000
.0000
9811ap2G.wpd
Final Report — September 1998
-------
2G-22 SYSTEMS APPLICATIONS INTERNATIONAL
Final Report — September 1998 98llaP2G.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2G-23
**** SAI VMT2a Output, March 98 ****
Charlotte, NC: Fraction of VMT by Hour
Hour 21
Speed Bin
FREEWAY MAJOR ART MINOR ART
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0114
.0000
.3204
.0046
.6636
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0213
.0000
.0000
.0000
.0106
.5319
.0000
.4362
.0000
.0000
.0000
.0000
.0000
.0000
.0000
**** SAI VMT2a Output, March 98 ****
Charlotte, NC: Fraction of VMT by Hour
Hour 22
Speed Bin
FREEWAY MAJOR ART MINOR ART
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0023
.3295
.0069
.6613
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0106
.0319
.0000
.5426
.0000
.4149
.0000
.0000
.0000
.0000
.0000
.0000
.0000
9811ap2G.wpd
Final Report — September 1998
-------
2G-24 SYSTEMS APPLICATIONS INTERNATIONAL
Final Report — September 1998 98llaP2G.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2G-25
**** SAI VMT2a Output, March 98 ****
Charlotte, NC: Fraction of VMT by Hour
Hour 23
Speed Bin
FREEWAY MAJOR ART MINOR ART
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0023
.3295
.0069
.6613
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0213
.0000
.5532
.0000
.4255
.0000
.0000
.0000
.0000
.0000
.0000
.0000
**** SAI VMT2a Output, March 98 ****
Charlotte, NC: Fraction of VMT by Hour
Hour 24
Speed Bin
FREEWAY MAJOR ART MINOR ART
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.3318
.0046
.6636
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0106
.0106
.0000
.0000
.0000
.5426
.0000
.4362
.0000
.0000
.0000
.0000
.0000
.0000
.0000
9811ap2G.wpd
Final Report — September 1998
-------
2G-26 SYSTEMS APPLICATIONS INTERNATIONAL
Final Report —September 1998 98llaP2G.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL 2H-1
APPENDIX 2n
HOURLY FRACTIONAL VMT DISTRIBUTIONS BY FUNCTIONAL
CLASS AND SPEED FOR NEW YORK, NY
981 lap2H.wpd Final Report — September 1998
-------
2H-2 SYSTEMS APPLICATIONS INTERNATIONAL
Final Report — September 1998 98llaP2H.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2H-3
**** SAI VMT Output, March 98 ****
New York, NY: Fraction of VMT by Hour
Hour 1
RURAL
Speed Inter- Major Minor Major Minor
Bin state Art. Art. Coll. Coll.
Local
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
**** SAI VMT Output, March 98 **** Hour
New York, NY: Fraction of VMT by Hour URBAN
Speed
Bin
0
5
10
15
20
25
30
35
40
45
50
Inter-
state
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
Express-
Major
way
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0045
.0000
.0045
.0000
.0000
.0000
.0000
.0223
.9688
0
0
0
0
0
0
0
0
0
0
0
Art.
.0010
.0000
.0000
.0000
.0000
.0000
.0000
.0010
.9980
.0000
.0000
Minor
0
0
0
0
0
0
0
0
0
0
0
Art.
.0000
.0000
.0000
.0000
.0011
.0000
.9989
.0000
.0000
.0000
.0000
Collec-
Local
tor
0
0
0
0
0
0
1
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0019
.0000
.0000
.0000
.9981
.0000
.0000
.0000
.0000
9811ap2H.wpd
Final Report — September 1998
-------
2H-4 SYSTEMS APPLICATIONS INTERNATIONAL
55
60
65
70
75
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
Final Report — September 1998 98llaP2H.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2H-5
**** SAI VMT Output, March 98 ****
Hour 2
New York, NY: Fraction of VMT by Hour RURAL
Speed Inter- Major Minor Major Minor
Bin state Art. Art. Coll. Coll.
Local
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
**** SAI
New York,
Speed
Bin
0
5
10
15
20
25
30
35
40
45
50
55
60
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
0.0000
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
VMT Output
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
, March
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
98 **
NY: Fraction of VMT by
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
Express-
way
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0000
0045
0000
0000
0000
0000
0000
0000
0000
0089
9866
0000
0000
0
0
0
0
0
0
0
0
0
0
0
0
0
Major
Art.
.0010
.0000
.0000
.0000
.0000
.0000
.0000
.0010
.9980
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
* *
Hour
0
0
0
0
0
0
1
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0.
0.
0.
Hour
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
2
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
URBAN
Minor
Art.
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
Collec-
Local
tor
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0
0
0
0
0
0
1
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
9811ap2H.wpd
Final Report — September 1998
-------
2H-6 SYSTEMS APPLICATIONS INTERNATIONAL
65
70
75
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Final Report — September 1998 98llaP2H.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2H-7
**** SAI VMT Output, March 98 ****
Hour 3
New York, NY: Fraction of VMT by Hour RURAL
Speed Inter- Major Minor Major Minor
Bin state Art. Art. Coll. Coll.
Local
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
**** SAI
New York,
Speed
Bin
0
5
10
15
20
25
30
35
40
45
50
55
60
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
0.0000
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
VMT Output
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
, March
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
98 **
NY: Fraction of VMT by
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
Express-
way
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0000
0000
0045
0000
0000
0000
0000
0000
0000
0000
9955
0000
0000
0
0
0
0
0
0
0
0
0
0
0
0
0
Major
Art.
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0010
.9990
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
* *
Hour
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0.
0.
0.
Hour
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
3
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
URBAN
Minor
Art.
.0000
.0000
.0000
.0000
.0011
.0000
.9989
.0000
.0000
.0000
.0000
.0000
.0000
Collec-
Local
tor
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0
0
0
0
0
0
1
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
9811ap2H.wpd
Final Report — September 1998
-------
2H-8 SYSTEMS APPLICATIONS INTERNATIONAL
65
70
75
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Final Report —September 1998 98llaP2H.wpd
-------
SYSTEMSAPPLICA TIONSINTERNA TIONAL
2H-9
**** SAI VMT Output, March 98 ****
Hour 4
New York, NY: Fraction of VMT by Hour RURAL
Speed Inter- Major Minor Major Minor
Bin state Art. Art. Coll. Coll.
Local
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
**** SAI
New York,
Speed
Bin
0
5
10
15
20
25
30
35
40
45
50
55
60
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
0.0000
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
VMT Output
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
, March
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
98 **
NY: Fraction of VMT by
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
Express-
way
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0000
0045
0000
0000
0000
0000
0045
0000
0000
0000
9911
0000
0000
0
0
0
0
0
0
0
0
1
0
0
0
0
Major
Art.
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
* *
Hour
0
0
0
0
0
0
1
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0.
0.
0.
Hour
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
4
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
URBAN
Minor
Art.
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
Collec-
Local
tor
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0
0
0
0
0
0
1
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
9811ap2H.wpd
Final Report — September 1998
-------
2H-10 SYSTEMS APPLICATIONS INTERNATIONAL
65
70
75
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Final Report — September 1998 98llaP2H.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2H-11
**** SAI VMT Output, March 98 ****
Hour 5
New York, NY: Fraction of VMT by Hour RURAL
Speed Inter- Major Minor Major Minor
Bin state Art. Art. Coll. Coll.
Local
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
**** SAI
New York,
Speed
Bin
0
5
10
15
20
25
30
35
40
45
50
55
60
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
0.0000
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
VMT Output
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
, March
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0020
.0000
.0000
.0000
.9980
.0000
.0000
.0000
.0000
.0000
98 **
NY: Fraction of VMT by
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
Express-
way
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0089
0000
0000
0045
0000
0000
0000
0000
0000
0000
9866
0000
0000
0
0
0
0
0
0
0
0
1
0
0
0
0
Major
Art.
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
* *
Hour
0
0
0
0
0
0
1
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0.
0.
0.
Hour
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
5
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
URBAN
Minor
Art.
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
Collec-
Local
tor
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0019
.0000
.0000
.0000
.9981
.0000
.0000
.0000
.0000
.0000
.0000
9811ap2H.wpd
Final Report — September 1998
-------
2H-12 SYSTEMS APPLICATIONS INTERNATIONAL
65
70
75
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Final Report — September 1998 98llaP2H.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2H-13
**** SAI VMT Output, March 98 ****
Hour 6
New York, NY: Fraction of VMT by Hour RURAL
Speed Inter- Major Minor Major Minor
Bin state Art. Art. Coll. Coll.
Local
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
**** SAI
New York,
Speed
Bin
0
5
10
15
20
25
30
35
40
45
50
55
60
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
0.0000
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
VMT Output
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
, March
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0020
.0000
.0000
.0000
.0000
.0000
.9980
.0000
.0000
.0000
.0000
.0000
98 **
NY: Fraction of VMT by
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
Express-
way
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0134
0000
0000
0045
0000
0000
0000
0045
0045
0089
9643
0000
0000
0
0
0
0
0
0
0
0
0
0
0
0
0
Major
Art.
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0010
.9990
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
* *
Hour
0
0
0
0
0
0
1
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0.
0.
0.
Hour
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
6
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
URBAN
Minor
Art.
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
Collec-
Local
tor
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0019
.0000
.0000
.9981
.0000
.0000
.0000
.0000
.0000
.0000
9811ap2H.wpd
Final Report — September 1998
-------
2H-14 SYSTEMS APPLICATIONS INTERNATIONAL
65
70
75
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Final Report — September 1998 98llaP2H.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2H-15
**** SAI VMT Output, March 98 ****
Hour 7
New York, NY: Fraction of VMT by Hour RURAL
Speed Inter- Major Minor Major Minor
Bin state Art. Art. Coll. Coll.
Local
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
**** SAI
New York,
Speed
Bin
0
5
10
15
20
25
30
35
40
45
50
55
60
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
0.0000
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
VMT Output
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
, March
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0020
.0000
.0000
.0000
.0000
.0020
.0020
.0000
.0040
.9900
.0000
.0000
.0000
.0000
.0000
98 **
NY: Fraction of VMT by
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0064
0.0000
0.0192
0.0064
0.0128
0.0128
0.0128
0.9295
Express-
way
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0357
0089
0089
0223
0089
0045
0000
0223
0357
0312
8214
0000
0000
0
0
0
0
0
0
0
0
0
0
0
0
0
Major
Art.
.0020
.0000
.0000
.0010
.0000
.0000
.0000
.0020
.9950
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
* *
Hour
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0.
0.
0.
Hour
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
7
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
URBAN
Minor
Art.
.0011
.0011
.0043
.0011
.0032
.0021
.9872
.0000
.0000
.0000
.0000
.0000
.0000
Collec-
Local
tor
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0
0
0
0
0
0
0
0
0
0
0
0
0
.0058
.0019
.0038
.0038
.0038
.0000
.9808
.0000
.0000
.0000
.0000
.0000
.0000
9811ap2H.wpd
Final Report — September 1998
-------
2H-16 SYSTEMS APPLICATIONS INTERNATIONAL
65
70
75
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Final Report — September 1998 98llaP2H.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2H-17
**** SAI VMT Output, March 98 ****
Hour 8
New York, NY: Fraction of VMT by Hour RURAL
Speed Inter- Major Minor Major Minor
Bin state Art. Art. Coll. Coll.
Local
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
**** SAI
New York,
Speed
Bin
0
5
10
15
20
25
30
35
40
45
50
55
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
0.0000
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
VMT Output
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0032
0032
9936
0000
0000
0000
, March
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0020
.0060
.0000
.0020
.0020
.0020
.0000
.0020
.0020
.0040
.9780
.0000
.0000
.0000
.0000
.0000
98 **
NY: Fraction of VMT by
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0192
0.0064
0.0128
0.0192
0.0064
0.0192
0.0321
0.0641
Express-
way
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
1116
0223
0134
0134
0045
0045
0045
0000
0268
0536
7455
0000
0
0
0
0
0
0
0
0
0
0
0
0
Major
Art.
.0030
.0000
.0010
.0020
.0000
.0010
.0030
.0050
.9849
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
* *
Hour
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0021
.0000
.9979
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0.
0.
0.
Hour
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
8
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
URBAN
Minor
Art.
.0213
.0085
.0075
.0085
.0085
.0043
.9414
.0000
.0000
.0000
.0000
.0000
Collec-
Local
tor
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0029
0000
0000
0029
0000
0000
9942
0000
0000
0000
0000
0000
0
0
0
0
0
0
0
0
0
0
0
0
.0250
.0058
.0038
.0000
.0019
.0019
.9616
.0000
.0000
.0000
.0000
.0000
9811ap2H.wpd
Final Report — September 1998
-------
2H-18 SYSTEMS APPLICATIONS INTERNATIONAL
60
65
70
75
0
0
0
0
.8205
.0000
.0000
.0000
0
0
0
0
.0000
.0000
.0000
.0000
0
0
0
0
.0000
.0000
.0000
.0000
0
0
0
0
.0000
.0000
.0000
.0000
0
0
0
0
.0000
.0000
.0000
.0000
0
0
0
0
.0000
.0000
.0000
.0000
Final Report —September 1998 98llaP2H.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2H-19
**** SAI VMT Output, March 98 ****
Hour 9
New York, NY: Fraction of VMT by Hour RURAL
Speed Inter- Major Minor Major Minor
Bin state Art. Art. Coll. Coll.
Local
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
**** SAI
New York,
Speed
Bin
0
5
10
15
20
25
30
35
40
45
50
55
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
0.0000
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
VMT Output
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
, March
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0020
.0020
.0020
.0020
.0020
.0040
.0000
.0020
.0020
.0080
.9739
.0000
.0000
.0000
.0000
.0000
98 **
NY: Fraction of VMT by
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0064
0.0128
0.0000
0.0064
0.0192
0.0256
0.0577
Express-
way
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
1116
0134
0268
0089
0000
0045
0045
0179
0446
0402
7277
0000
0
0
0
0
0
0
0
0
0
0
0
0
Major
Art.
.0010
.0010
.0030
.0010
.0010
.0000
.0020
.0071
.9839
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
* *
Hour
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0021
.0000
.0000
.0000
.9979
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0.
0.
0.
Hour
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
9
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
URBAN
Minor
Art.
.0224
.0075
.0096
.0106
.0064
.0128
.9308
.0000
.0000
.0000
.0000
.0000
Collec-
Local
tor
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0000
0058
0000
0058
0000
0058
9826
0000
0000
0000
0000
0000
0
0
0
0
0
0
0
0
0
0
0
0
.0269
.0058
.0019
.0019
.0019
.0077
.9539
.0000
.0000
.0000
.0000
.0000
9811ap2H.wpd
Final Report — September 1998
-------
2H-20 SYSTEMS APPLICATIONS INTERNATIONAL
60
65
70
75
0
0
0
0
.8718
.0000
.0000
.0000
0
0
0
0
.0000
.0000
.0000
.0000
0
0
0
0
.0000
.0000
.0000
.0000
0
0
0
0
.0000
.0000
.0000
.0000
0
0
0
0
.0000
.0000
.0000
.0000
0
0
0
0
.0000
.0000
.0000
.0000
Final Report —September 1998 98llaP2H.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2H-21
**** SAI VMT Output, March 98 ****
Hour 10
New York, NY: Fraction of VMT by Hour RURAL
Speed Inter- Major Minor Major Minor
Bin state Art. Art. Coll. Coll.
Local
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
**** SAI
New York,
Speed
Bin
0
5
10
15
20
25
30
35
40
45
50
55
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
0.0000
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
VMT Output
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
, March
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0040
.0020
.0020
.0020
.0080
.9820
.0000
.0000
.0000
.0000
.0000
98 **
NY: Fraction of VMT by
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0064
0.0064
0.0064
0.0449
Express-
way
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0625
0402
0089
0089
0045
0045
0045
0134
0223
0491
7812
0000
0
0
0
0
0
0
0
0
0
0
0
0
Major
Art.
.0000
.0010
.0010
.0000
.0000
.0000
.0030
.0061
.9889
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
* *
Hour
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0021
.9979
.0000
.0000
.0000
.0000
.0000
.0000
.0000
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0.
0.
0.
Hour
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
10
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0012
.9988
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
URBAN
Minor
Art.
.0213
.0064
.0043
.0043
.0053
.0085
.9499
.0000
.0000
.0000
.0000
.0000
Collec-
Local
tor
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0000
0029
0000
0000
0000
0029
9942
0000
0000
0000
0000
0000
0
0
0
0
0
0
0
0
0
0
0
0
.0154
.0058
.0019
.0038
.0058
.0077
.9597
.0000
.0000
.0000
.0000
.0000
9811ap2H.wpd
Final Report — September 1998
-------
2H-22 SYSTEMS APPLICATIONS INTERNATIONAL
60
65
70
75
0
0
0
0
.9359
.0000
.0000
.0000
0
0
0
0
.0000
.0000
.0000
.0000
0
0
0
0
.0000
.0000
.0000
.0000
0
0
0
0
.0000
.0000
.0000
.0000
0
0
0
0
.0000
.0000
.0000
.0000
0
0
0
0
.0000
.0000
.0000
.0000
Final Report — September 1998 98llaP2H.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2H-23
**** SAI VMT Output, March 98 **** Hour 11
New York, NY: Fraction of VMT by Hour RURAL
Speed
Bin
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
**** SAI
New York,
Speed
Bin
0
5
10
15
20
25
30
35
40
45
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
0.0000
Major
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
VMT Output
Art.
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
, March
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Minor
Art.
.0000
.0040
.0000
.0000
.0020
.0000
.0000
.0020
.0000
.0060
.9860
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Major
Coll.
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0021
.9979
.0000
.0000
.0000
.0000
.0000
.0000
.0000
98 ****
NY: Fraction of VMT by
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0064
0.0000
0.0000
0.0000
Express-
way
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0357
0357
0223
0134
0045
0045
0000
0089
0089
0402
0
0
0
0
0
0
0
0
0
0
Major
Art.
.0010
.0010
.0000
.0000
.0000
.0010
.0030
.0061
.9879
.0000
Hour
0
0
0
0
0
0
0
0
0
0
Minor
Local
Coll.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0.
0.
0.
Hour
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
11
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0012
.0000
.0000
.0000
.0000
.9988
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
URBAN
Minor
Art.
.0202
.0064
.0011
.0064
.0064
.0128
.9468
.0000
.0000
.0000
Collec-
Local
tor
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0000
0000
0000
0000
0000
0058
9942
0000
0000
0000
0
0
0
0
0
0
0
0
0
0
.0154
.0019
.0019
.0000
.0019
.0019
.9770
.0000
.0000
.0000
9811ap2H.wpd
Final Report — September 1998
-------
2H-24 SYSTEMS APPLICATIONS INTERNATIONAL
50
55
60
65
70
75
0
0
0
0
0
0
.0064
.0321
.9551
.0000
.0000
.0000
0
0
0
0
0
0
.8259
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
Final Report — September 1998 98llaP2H.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2H-25
**** SAI VMT Output, March 98 **** Hour 12
New York, NY: Fraction of VMT by Hour RURAL
Speed
Bin
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
**** SAI
New York,
Speed
Bin
0
5
10
15
20
25
30
35
40
45
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
0.0000
Major
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
VMT Output
Art.
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
, March
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Minor
Art.
.0000
.0020
.0020
.0000
.0000
.0040
.0020
.0000
.0020
.0040
.9840
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
Major
Coll.
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
98 ****
NY: Fraction of VMT by
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0064
0.0000
Express-
way
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0312
0134
0179
0357
0089
0089
0000
0045
0268
0536
0
0
0
0
0
0
0
0
0
0
Major
Art.
.0000
.0000
.0030
.0000
.0000
.0000
.0030
.0061
.9879
.0000
Hour
0
0
0
0
0
0
0
0
0
0
Minor
Local
Coll.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0.
0.
0.
Hour
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
12
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0012
.0000
.0000
.0000
.0000
.0000
.9988
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
URBAN
Minor
Art.
.0245
.0085
.0064
.0096
.0106
.0128
.9276
.0000
.0000
.0000
Collec-
Local
tor
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0000
0000
0000
0029
0029
0058
9884
0000
0000
0000
0
0
0
0
0
0
0
0
0
0
.0134
.0038
.0019
.0038
.0019
.0000
.9750
.0000
.0000
.0000
9811ap2H.wpd
Final Report — September 1998
-------
2H-26 SYSTEMS APPLICATIONS INTERNATIONAL
50
55
60
65
70
75
0
0
0
0
0
0
.0000
.0000
.9936
.0000
.0000
.0000
0
0
0
0
0
0
.7991
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
Final Report — September 1998 98llaP2H.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2H-27
**** SAI VMT Output, March 98 **** Hour 13
New York, NY: Fraction of VMT by Hour RURAL
Speed
Bin
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
**** SAI
New York,
Speed
Bin
0
5
10
15
20
25
30
35
40
45
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
0.0000
Major
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
VMT Output
Art.
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
, March
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Minor
Art.
.0000
.0000
.0000
.0000
.0020
.0020
.0000
.0040
.0020
.0120
.9780
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
Major
Coll.
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
98 ****
NY: Fraction of VMT by
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Express-
way
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0446
0089
0268
0223
0089
0134
0089
0089
0223
0446
0
0
0
0
0
0
0
0
0
0
Major
Art.
.0000
.0000
.0020
.0010
.0010
.0010
.0020
.0081
.9849
.0000
Hour
0
0
0
0
0
0
0
0
0
0
Minor
Local
Coll.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0.
0.
0.
Hour
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
13
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0012
.0000
.0000
.0000
.0000
.0012
.9976
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
URBAN
Minor
Art.
.0288
.0106
.0075
.0096
.0096
.0170
.9169
.0000
.0000
.0000
Collec-
Local
tor
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0000
0000
0029
0116
0000
0000
9855
0000
0000
0000
0
0
0
0
0
0
0
0
0
0
.0154
.0019
.0038
.0077
.0058
.0000
.9655
.0000
.0000
.0000
9811ap2H.wpd
Final Report — September 1998
-------
2H-28 SYSTEMS APPLICATIONS INTERNATIONAL
50
55
60
65
70
75
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.7902
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
Final Report —September 1998 98llaP2H.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2H-29
**** SAI VMT Output, March 98 **** Hour 14
New York, NY: Fraction of VMT by Hour RURAL
Speed
Bin
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
**** SAI
New York,
Speed
Bin
0
5
10
15
20
25
30
35
40
45
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
0.0000
Major
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
VMT Output
Art.
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
, March
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Minor
Art.
.0000
.0020
.0000
.0000
.0000
.0000
.0020
.0020
.0040
.0080
.9820
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
Major
Coll.
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
98 ****
NY: Fraction of VMT by
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Express-
way
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0357
0312
0223
0179
0089
0089
0089
0179
0089
0446
0
0
0
0
0
0
0
0
0
0
Major
Art.
.0020
.0000
.0020
.0010
.0000
.0000
.0010
.0091
.9849
.0000
Hour
0
0
0
0
0
0
0
0
0
0
Minor
Local
Coll.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0.
0.
0.
Hour
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
14
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0012
.0012
.0000
.0000
.0000
.0000
.9976
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
URBAN
Minor
Art.
.0256
.0138
.0096
.0032
.0096
.0181
.9201
.0000
.0000
.0000
Collec-
Local
tor
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0000
0000
0000
0087
0058
0058
9797
0000
0000
0000
0
0
0
0
0
0
0
0
0
0
.0211
.0058
.0000
.0038
.0058
.0038
.9597
.0000
.0000
.0000
9811ap2H.wpd
Final Report — September 1998
-------
2H-30 SYSTEMS APPLICATIONS INTERNATIONAL
50
55
60
65
70
75
0
0
1
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.7946
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
Final Report —September 1998 98llaP2H.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2H-31
**** SAI VMT Output, March 98 **** Hour 15
New York, NY: Fraction of VMT by Hour RURAL
Speed
Bin
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
**** SAI
New York,
Speed
Bin
0
5
10
15
20
25
30
35
40
45
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
0.0000
Major
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
VMT Output
Art.
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
, March
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Minor
Art.
.0000
.0000
.0000
.0000
.0020
.0040
.0020
.0000
.0080
.0060
.9780
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
Major
Coll.
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
98 ****
NY: Fraction of VMT by
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Express-
way
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0491
0268
0223
0089
0045
0089
0179
0045
0179
0804
0
0
0
0
0
0
0
0
0
0
Major
Art.
.0000
.0020
.0020
.0010
.0000
.0010
.0040
.0071
.9828
.0000
Hour
0
0
0
0
0
0
0
0
0
0
Minor
Local
Coll.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0.
0.
0.
Hour
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
15
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0024
.0000
.0000
.0000
.0000
.0000
.9976
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
URBAN
Minor
Art.
.0298
.0117
.0085
.0085
.0106
.0170
.9137
.0000
.0000
.0000
Collec-
Local
tor
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0000
0000
0029
0058
0029
0029
9855
0000
0000
0000
0
0
0
0
0
0
0
0
0
0
.0230
.0077
.0058
.0019
.0019
.0058
.9539
.0000
.0000
.0000
9811ap2H.wpd
Final Report — September 1998
-------
2H-32 SYSTEMS APPLICATIONS INTERNATIONAL
50
55
60
65
70
75
0
0
0
0
0
0
.0064
.0128
.9808
.0000
.0000
.0000
0
0
0
0
0
0
.7589
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
Final Report —September 1998 98llaP2H.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2H-33
**** SAI VMT Output, March 98 **** Hour 16
New York, NY: Fraction of VMT by Hour RURAL
Speed
Bin
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
**** SAI
New York,
Speed
Bin
0
5
10
15
20
25
30
35
40
45
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
0.0000
Major
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
VMT Output
Art.
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
, March
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Minor
Art.
.0000
.0000
.0040
.0000
.0000
.0040
.0020
.0060
.0040
.0140
.9659
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Major
Coll.
.0000
.0000
.0000
.0000
.0000
.0000
.0021
.0000
.9979
.0000
.0000
.0000
.0000
.0000
.0000
.0000
98 ****
NY: Fraction of VMT by
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0064
0.0000
0.0000
0.0064
Express-
way
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0670
0312
0134
0134
0045
0134
0000
0223
0179
0446
0
0
0
0
0
0
0
0
0
0
Major
Art.
.0020
.0000
.0020
.0010
.0010
.0010
.0020
.0121
.9788
.0000
Hour
0
0
0
0
0
0
0
0
0
0
Minor
Local
Coll.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0.
0.
0.
Hour
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
16
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0024
.0000
.0000
.0000
.0000
.0000
.9976
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
URBAN
Minor
Art.
.0341
.0138
.0085
.0064
.0106
.0181
.9084
.0000
.0000
.0000
Collec-
Local
tor
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0029
0000
0029
0000
0029
0087
9826
0000
0000
0000
0
0
0
0
0
0
0
0
0
0
.0230
.0096
.0038
.0096
.0077
.0115
.9347
.0000
.0000
.0000
9811ap2H.wpd
Final Report — September 1998
-------
2H-34 SYSTEMS APPLICATIONS INTERNATIONAL
50
55
60
65
70
75
0
0
0
0
0
0
.0128
.0128
.9615
.0000
.0000
.0000
0
0
0
0
0
0
.7723
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
Final Report — September 1998 98llaP2H.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2H-35
**** SAI VMT Output, March 98 **** Hour 17
New York, NY: Fraction of VMT by Hour RURAL
Speed
Bin
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
**** SAI
New York,
Speed
Bin
0
5
10
15
20
25
30
35
40
45
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
0.0000
Major
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
VMT Output
Art.
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0032
9968
0000
0000
0000
, March
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Minor
Art.
.0040
.0020
.0020
.0000
.0020
.0040
.0000
.0040
.0060
.0160
.9599
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Major
Coll.
.0000
.0000
.0000
.0000
.0021
.0000
.0000
.0021
.9959
.0000
.0000
.0000
.0000
.0000
.0000
.0000
98 ****
NY: Fraction of VMT by
Inter-
state
0.0000
0.0000
0.0000
0.0064
0.0000
0.0000
0.0000
0.0128
0.0064
0.0064
Express-
way
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0670
0357
0268
0134
0134
0000
0089
0089
0134
0580
0
0
0
0
0
0
0
0
0
0
Major
Art.
.0020
.0020
.0020
.0010
.0000
.0000
.0040
.0101
.9788
.0000
Hour
0
0
0
0
0
0
0
0
0
0
Minor
Local
Coll.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0.
0.
0.
Hour
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
17
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0012
.0000
.0000
.0000
.0000
.0000
.9988
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
URBAN
Minor
Art.
.0319
.0117
.0106
.0085
.0106
.0224
.9042
.0000
.0000
.0000
Collec-
Local
tor
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0029
0058
0029
0000
0145
0058
9680
0000
0000
0000
0
0
0
0
0
0
0
0
0
0
.0307
.0058
.0058
.0077
.0058
.0038
.9405
.0000
.0000
.0000
9811ap2H.wpd
Final Report — September 1998
-------
2H-36 SYSTEMS APPLICATIONS INTERNATIONAL
50
55
60
65
70
75
0
0
0
0
0
0
.0064
.0321
.9295
.0000
.0000
.0000
0
0
0
0
0
0
.7545
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
Final Report —September 1998 98llaP2H.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2H-37
**** SAI VMT Output, March 98 **** Hour 18
New York, NY: Fraction of VMT by Hour RURAL
Speed
Bin
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
**** SAI
New York,
Speed
Bin
0
5
10
15
20
25
30
35
40
45
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
0.0000
Major
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
VMT Output
Art.
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0032
0000
9968
0000
0000
0000
, March
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Minor
Art.
.0060
.0040
.0000
.0000
.0040
.0000
.0020
.0060
.0100
.0140
.9539
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Major
Coll.
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0041
.9959
.0000
.0000
.0000
.0000
.0000
.0000
.0000
98 ****
NY: Fraction of VMT by
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0128
0.0000
0.0000
0.0000
0.0064
0.0064
Express-
way
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0804
0312
0089
0223
0045
0045
0134
0134
0134
0580
0
0
0
0
0
0
0
0
0
0
Major
Art.
.0020
.0040
.0010
.0000
.0010
.0000
.0040
.0101
.9778
.0000
Hour
0
0
0
0
0
0
0
0
0
0
Minor
Local
Coll.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
Hour
0000
0000
0000
0000
0000
0035
9965
0000
0000
0000
0000
0000
0000
0000
0000
0000
18
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0012
.0000
.0000
.0000
.0000
.0000
.9988
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
URBAN
Minor
Art.
.0362
.0085
.0096
.0053
.0085
.0138
.9180
.0000
.0000
.0000
Collec-
Local
tor
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0029
0000
0029
0029
0029
0145
9738
0000
0000
0000
0
0
0
0
0
0
0
0
0
0
.0326
.0154
.0019
.0038
.0077
.0058
.9328
.0000
.0000
.0000
9811ap2H.wpd
Final Report — September 1998
-------
2H-38 SYSTEMS APPLICATIONS INTERNATIONAL
50
55
60
65
70
75
0
0
0
0
0
0
.0321
.0192
.9231
.0000
.0000
.0000
0
0
0
0
0
0
.7500
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
Final Report —September 1998 98llaP2H.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2H-39
**** SAI VMT Output, March 98 **** Hour 19
New York, NY: Fraction of VMT by Hour RURAL
Speed
Bin
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
**** SAI
New York,
Speed
Bin
0
5
10
15
20
25
30
35
40
45
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
0.0000
Major
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
VMT Output
Art.
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
, March
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Minor
Art.
.0040
.0020
.0020
.0060
.0020
.0000
.0000
.0020
.0040
.0080
.9699
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Major
Coll.
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0021
.9979
.0000
.0000
.0000
.0000
.0000
.0000
.0000
98 ****
NY: Fraction of VMT by
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0064
0.0064
0.0000
0.0064
0.0000
0.0064
Express-
way
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0759
0268
0045
0089
0045
0134
0045
0089
0134
0625
0
0
0
0
0
0
0
0
0
0
Major
Art.
.0020
.0020
.0010
.0000
.0020
.0000
.0050
.0182
.9697
.0000
Hour
0
0
0
0
0
0
0
0
0
0
Minor
Local
Coll.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0.
0.
0.
Hour
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
19
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0012
.0000
.0000
.0000
.0000
.0000
.9988
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
URBAN
Minor
Art.
.0277
.0138
.0064
.0106
.0106
.0149
.9159
.0000
.0000
.0000
Collec-
Local
tor
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0029
0000
0000
0000
0029
0000
9942
0000
0000
0000
0
0
0
0
0
0
0
0
0
0
.0307
.0058
.0019
.0077
.0154
.0000
.9386
.0000
.0000
.0000
9811ap2H.wpd
Final Report — September 1998
-------
2H-40 SYSTEMS APPLICATIONS INTERNATIONAL
50
55
60
65
70
75
0
0
0
0
0
0
.0128
.0192
.9423
.0000
.0000
.0000
0
0
0
0
0
0
.7768
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
Final Report — September 1998 98llaP2H.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2H-41
**** SAI VMT Output, March 98 **** Hour 20
New York, NY: Fraction of VMT by Hour RURAL
Speed
Bin
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
**** SAI
New York,
Speed
Bin
0
5
10
15
20
25
30
35
40
45
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
0.0000
Major
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
VMT Output
Art.
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0032
0000
9968
0000
0000
0000
, March
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Minor
Art.
.0020
.0000
.0000
.0020
.0020
.0020
.0020
.0040
.0040
.0100
.9719
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
Major
Coll.
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
98 ****
NY: Fraction of VMT by
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0064
0.0000
0.0000
0.0128
Express-
way
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0580
0179
0134
0045
0045
0134
0089
0089
0045
0759
0
0
0
0
0
0
0
0
0
0
Major
Art.
.0020
.0000
.0020
.0010
.0030
.0010
.0050
.0101
.9758
.0000
Hour
0
0
0
0
0
0
0
0
0
0
Minor
Local
Coll.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0.
0.
0.
Hour
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
20
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
URBAN
Minor
Art.
.0256
.0138
.0106
.0075
.0085
.0128
.9212
.0000
.0000
.0000
Collec-
Local
tor
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0000
0029
0000
0000
0029
0029
9913
0000
0000
0000
0
0
0
0
0
0
0
0
0
0
.0288
.0019
.0038
.0038
.0058
.0038
.9520
.0000
.0000
.0000
9811ap2H.wpd
Final Report — September 1998
-------
2H-42 SYSTEMS APPLICATIONS INTERNATIONAL
50
55
60
65
70
75
0
0
0
0
0
0
.0000
.0192
.9615
.0000
.0000
.0000
0
0
0
0
0
0
.7902
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
Final Report — September 1998 98llaP2H.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2H-43
**** SAI VMT Output, March 98 **** Hour 21
New York, NY: Fraction of VMT by Hour RURAL
Speed
Bin
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
**** SAI
New York,
Speed
Bin
0
5
10
15
20
25
30
35
40
45
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
0.0000
Major
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
VMT Output
Art.
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
, March
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Minor
Art.
.0020
.0020
.0000
.0000
.0000
.0000
.0020
.0020
.0000
.0100
.9820
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
Major
Coll.
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
98 ****
NY: Fraction of VMT by
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Express-
way
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0402
0357
0089
0000
0045
0045
0045
0179
0045
0491
0
0
0
0
0
0
0
0
0
0
Major
Art.
.0010
.0020
.0030
.0020
.0000
.0000
.0050
.0081
.9788
.0000
Hour
0
0
0
0
0
0
0
0
0
0
Minor
Local
Coll.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0.
0.
0.
Hour
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
21
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0012
.9988
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
URBAN
Minor
Art.
.0256
.0085
.0043
.0106
.0085
.0160
.9265
.0000
.0000
.0000
Collec-
Local
tor
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0000
0000
0029
0029
0000
0000
9942
0000
0000
0000
0
0
0
0
0
0
0
0
0
0
.0211
.0077
.0019
.0000
.0096
.0000
.9597
.0000
.0000
.0000
9811ap2H.wpd
Final Report — September 1998
-------
2H-44 SYSTEMS APPLICATIONS INTERNATIONAL
50
55
60
65
70
75
0
0
0
0
0
0
.0000
.0256
.9744
.0000
.0000
.0000
0
0
0
0
0
0
.8304
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
Final Report — September 1998 98llaP2H.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2H-45
**** SAI VMT Output, March 98 **** Hour 22
New York, NY: Fraction of VMT by Hour RURAL
Speed
Bin
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
**** SAI
New York,
Speed
Bin
0
5
10
15
20
25
30
35
40
45
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
0.0000
Major
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
VMT Output
Art.
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
, March
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Minor
Art.
.0000
.0020
.0020
.0020
.0000
.0000
.0020
.0000
.0000
.0020
.9900
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Major
Coll.
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0021
.9979
.0000
.0000
.0000
.0000
.0000
.0000
.0000
98 ****
NY: Fraction of VMT by
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0064
0.0000
0.0000
0.0000
0.0064
Express-
way
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0268
0268
0179
0134
0179
0045
0045
0045
0179
0268
0
0
0
0
0
0
0
0
0
0
Major
Art.
.0020
.0020
.0020
.0020
.0010
.0010
.0040
.0091
.9768
.0000
Hour
0
0
0
0
0
0
0
0
0
0
Minor
Local
Coll.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0.
0.
0.
Hour
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
22
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0000
.0012
.0000
.0000
.0000
.0000
.9988
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
URBAN
Minor
Art.
.0234
.0106
.0043
.0053
.0096
.0085
.9382
.0000
.0000
.0000
Collec-
Local
tor
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0000
0000
0000
0000
0000
0029
9971
0000
0000
0000
0
0
0
0
0
0
0
0
0
0
.0230
.0019
.0058
.0019
.0058
.0077
.9539
.0000
.0000
.0000
9811ap2H.wpd
Final Report — September 1998
-------
2H-46 SYSTEMS APPLICATIONS INTERNATIONAL
50
55
60
65
70
75
0
0
0
0
0
0
.0064
.0000
.9808
.0000
.0000
.0000
0
0
0
0
0
0
.8393
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
Final Report — September 1998 98llaP2H.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2H-47
**** SAI VMT Output, March 98 **** Hour 23
New York, NY: Fraction of VMT by Hour RURAL
Speed
Bin
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
**** SAI
New York,
Speed
Bin
0
5
10
15
20
25
30
35
40
45
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
0.0000
Major
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
VMT Output
Art.
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
, March
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Minor
Art.
.0020
.0000
.0000
.0000
.0000
.0020
.0000
.0000
.0000
.0120
.9840
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Major
Coll.
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0021
.9979
.0000
.0000
.0000
.0000
.0000
.0000
.0000
98 ****
NY: Fraction of VMT by
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0064
0.0000
0.0000
0.0064
Express-
way
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0312
0402
0089
0045
0045
0045
0134
0179
0089
0268
0
0
0
0
0
0
0
0
0
0
Major
Art.
.0030
.0020
.0020
.0010
.0020
.0000
.0040
.0091
.9768
.0000
Hour
0
0
0
0
0
0
0
0
0
0
Minor
Local
Coll.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0.
0.
0.
Hour
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
23
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0012
.0000
.0000
.0000
.0000
.0000
.9988
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
URBAN
Minor
Art.
.0213
.0043
.0032
.0085
.0053
.0149
.9425
.0000
.0000
.0000
Collec-
Local
tor
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0000
0000
0000
0029
0000
0029
9942
0000
0000
0000
0
0
0
0
0
0
0
0
0
0
.0154
.0058
.0038
.0038
.0096
.0038
.9578
.0000
.0000
.0000
9811ap2H.wpd
Final Report — September 1998
-------
2H-48 SYSTEMS APPLICATIONS INTERNATIONAL
50
55
60
65
70
75
0
0
0
0
0
0
.0064
.0000
.9808
.0000
.0000
.0000
0
0
0
0
0
0
.8393
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
Final Report — September 1998 98llaP2H.wpd
-------
SYSTEMS APPLICA TIONSINTERNA TIONAL
2H-49
**** SAI VMT Output, March 98 **** Hour 24
New York, NY: Fraction of VMT by Hour RURAL
Speed
Bin
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
**** SAI
New York,
Speed
Bin
0
5
10
15
20
25
30
35
40
45
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
1.0000
0.0000
Major
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
VMT Output
Art.
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0032
0000
9968
0000
0000
0000
, March
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Minor
Art.
.0000
.0000
.0000
.0020
.0000
.0020
.0020
.0020
.0040
.0060
.9820
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
Major
Coll.
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
98 ****
NY: Fraction of VMT by
Inter-
state
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0064
0.0000
0.0000
0.0064
Express-
way
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0357
0179
0089
0045
0000
0045
0089
0134
0268
0446
0
0
0
0
0
0
0
0
0
0
Major
Art.
.0030
.0030
.0010
.0000
.0020
.0000
.0061
.0081
.9768
.0000
Hour
0
0
0
0
0
0
0
0
0
0
Minor
Local
Coll.
0.
0.
0.
0.
0.
0.
1.
0.
0.
0.
0.
0.
0.
0.
0.
0.
Hour
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
0000
24
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0012
.0000
.0000
.0000
.0000
.0000
.9988
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
.0000
URBAN
Minor
Art.
.0181
.0053
.0096
.0128
.0075
.0138
.9329
.0000
.0000
.0000
Collec-
Local
tor
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0000
0000
0000
0000
0000
0029
9971
0000
0000
0000
0
0
0
0
0
0
0
0
0
0
.0134
.0058
.0038
.0019
.0096
.0000
.9655
.0000
.0000
.0000
9811ap2H.wpd
Final Report — September 1998
-------
2H-50 SYSTEMS APPLICATIONS INTERNATIONAL
50
55
60
65
70
75
0
0
0
0
0
0
.0064
.0000
.9808
.0000
.0000
.0000
0
0
0
0
0
0
.8348
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
0
0
0
0
0
0
.0000
.0000
.0000
.0000
.0000
.0000
Final Report — September 1998 98llaP2H.wpd
-------
SYSTEMS APPLICATIONS INTERNATIONAL 3A-1
APPENDIX 3A
FRACTIONAL VMT FOR HPMS URBAN AREAS
(BY URBANIZED AREA)
98llap3A.doc Final Report — September 1998
-------
3A-2 SYSTEMS APPLICATIONS INTERNATIONAL
Final Report — September 1998 98llap3A.doc
-------
DAILY VEHICLE-MILES OF TRAVEL - 1995
BY URBANIZED AREA
FRACTIONAL VMT
COMPILED FROM REPORTS OF STATE AUTHORITIES
TABLE HM-71
SHEET 1 OF 6
OCTOBER 1996
FEDERAL-AID
URBANIZED AREA 1/
NEWYORK-NORTHEASTERN NJ
LOS ANGELES
CHICAGO-NORTHWESTERN IN 21
PHILADELPHIA 21
SAN FRANCISCO-OAKLAND
DETROIT
WASHINGTON 31
DALLAS-FORT WORTH
HOUSTON
BOSTON
SAN DIEGO
ATLANTA
PHOENIX
MINNEAPOLIS-ST. PAUL
BALTIMORE
SEATTLE
MIAMI-HIALEAH
ST. LOUIS
PITTSBURGH
TAMPA-ST PETE-CLEARWATER
CLEVELAND
DENVER
SAN JOSE
NORFOLK-VA BEACH-NEWPORT NEWS
KANSAS CITY
PORTLAND-VANCOUVER
RIVERSIDE-SAN BERNARDINO
FORT LAUDERDALE-HOLLYWOOD-POMPANO BEACH
MILWAUKEE
SACRAMENTO
CINCINNATI
SAN ANTONIO
BUFFALO-NIAGARA FALLS
NEW ORLEANS
LAS VEGAS
INDIANAPOLIS
OKLAHOMA CITY
ORLANDO 21
MEMPHIS
PROVIDE NCE-PAWTUCKET
COLUMBUS
SALT LAKE CITY
WEST PALM BEACH-BOCA RATON-DELAY BEACH
LOUISVILLE
JACKSONVILLE
TULSA
HONOLULU
BIRMINGHAM
TUCSON
ROCHESTER
NASHVILLE
AUSTIN
RICHMOND
DAYTON
EL PASO
HARTFORD-MIDDLETOWN 21
SPRINGFIELD
TACOMA
CHARLOTTE
OMAHA
AKRON
FRESNO
OXNARD-VENTURA
TOTAL — 63 AREAS >500,000 PERSONS
STATE
LOCATION
PRI-
MARY
NY
CA
IL
PA
CA
Ml
DC
TX
TX
MA
CA
GA
AZ
MN
MD
WA
FL
MO
PA
FL
OH
CO
CA
VA
MO
OR
CA
FL
Wl
CA
OH
TX
NY
LA
NV
IN
OK
FL
TN
Rl
OH
UT
FL
KY
FL
OK
HI
AL
AZ
NY
TN
TX
VA
OH
TX
CT
MA
WA
NC
NE
OH
CA
CA
—
OTHER(S)
NJ
IN
NJ
MD, VA
IL
KS
WA
KY
AR, MS
MA
IN
NM
CT
IA
—
DAILY VEHICLE-MILES OF TRAVEL (THOUSANDS)
INTERSTATE
42,298
73,068
41,884
14,063
26,670
22,574
25,161
25,610
18,356
16,555
21,089
30,595
6,725
16,358
14,141
15,627
3,556
20,946
6,979
6,772
14,093
9,329
5,905
7,223
11,937
8,320
8,333
8,108
6,547
5,254
12,711
9,737
3,856
4,406
3,858
10,688
7,333
4,848
5,285
5,546
8,995
6,494
5,738
8,144
5,566
2,073
4,235
7,089
1,126
3,372
7,333
3,143
5,729
4,957
2,663
5,605
3,529
2,989
3,368
2,333
3,484
700,309
OTHER
FREEWAYS
AND
EXPRESSWAYS
49,116
41,995
2,604
7,217
15,659
5,744
7,476
14,229
15,366
4,572
7,303
4,146
4,701
6,024
5,631
5,889
8,380
2,362
3,127
841
1,808
4,955
8,965
2,531
4,025
2,785
6,447
2,335
872
5,295
801
3,175
1,864
1,187
1,012
478
911
2,229
346
1,386
1,678
257
1,344
623
1,432
3,442
1,375
221
299
1,854
1,307
3,733
1,186
719
766
1,594
219
1,785
1,117
407
1,165
1,885
5,852
300,049
OTHER
PRINCIPAL
ARTERIAL
52,896
75,958
37,593
20,435
14,683
27,939
18,610
18,977
10,908
15,332
7,112
13,392
17,344
4,717
8,968
8,391
7,659
12,163
10,000
11,234
6,348
10,951
10,640
6,461
5,653
5,067
3,474
7,018
7,943
7,694
4,194
4,629
5,089
5,196
3,421
6,711
4,766
8,417
5,928
4,470
3,766
2,914
3,897
3,915
5,130
2,064
2,002
3,193
4,353
1,110
4,013
3,969
2,944
3,492
2,988
2,222
2,660
2,729
3,215
3,939
2,437
2,355
2,958
590,646
MINOR
ARTERIAL
41,209
45,623
32,183
15,149
13,609
15,730
15,343
16,080
14,852
9,387
12,100
14,711
8,694
14,318
7,415
7,966
7,083
6,655
7,506
4,970
7,344
5,333
5,608
5,718
7,003
4,997
6,151
4,761
6,818
3,217
5,661
4,708
3,822
2,583
4,681
4,222
4,593
4,238
5,532
2,276
4,467
4,174
2,577
3,801
3,721
4,474
1,167
3,551
3,457
5,063
3,704
1,044
2,243
2,992
1,499
2,888
3,110
2,963
1,717
2,054
1,750
3,136
1,202
476,603
COLLECTOR
21,458
11,233
17,239
7,287
4,897
3,316
5,573
8,893
5,806
3,436
3,866
7,893
4,924
4,425
3,225
4,363
3,278
3,806
3,530
5,715
1,960
2,507
1,690
1,918
1,907
3,097
2,324
4,181
846
2,028
2,257
2,575
2,989
890
1,209
1,495
1,297
2,118
1,374
1,155
1,530
1,737
2,493
1,520
1,149
569
1,005
1,641
675
1,414
1,707
1,336
708
1,408
990
1,253
992
809
539
958
887
793
602
200,695
LOCAL
31,648
14,932
17,156
9,971
5,313
9,900
7,023
15,129
11,450
6,213
3,543
14,645
4,576
5,390
2,834
5,220
6,663
7,330
4,138
8,764
6,220
3,675
2,420
6,766
6,656
3,506
2,658
4,755
7,646
2,201
4,724
4,333
2,075
498
2,362
3,748
5,409
3,666
1,932
2,262
3,047
2,692
2,712
4,313
4,076
4,285
1,599
5,055
847
1,519
1,903
3,011
3,091
2,943
1,962
1,624
1,294
1,394
3,608
1,165
2,921
1,213
947
326,571
TOTAL
238,625
262,809
148,659
74,122
80,831
85,203
79,186
98,918
76,738
55,495
55,013
85,382
46,964
51,232
42,214
47,456
36,619
53,262
35,280
38,296
37,773
36,750
35,228
30,617
37,181
27,772
29,387
31,158
30,672
25,689
30,348
29,157
19,695
14,760
16,543
27,342
24,309
25,516
20,397
17,095
23,483
18,268
18,761
22,316
21,074
16,907
11,383
20,750
10,757
14,332
19,967
16,236
15,901
16,511
10,868
15,186
11,804
12,669
13,564
10,856
12,644
9,382
11,561
2,594,873
TOTAL VMT
w/ RAM PS
(THOUSANDS)
246,578
272,819
152,529
75,973
84,514
87,667
82,025
102,384
79,672
57,333
57,483
88,404
47,958
53,179
43,934
49,328
37,657
55,290
36,159
38,958
39,156
37,993
36,522
31,466
38,570
28,738
30,673
32,067
31,317
26,607
31,524
30,280
20,193
15,247
16,967
28,313
25,026
26,132
20,887
17,698
24,412
18,855
19,377
23,079
21,683
17,387
11,871
21,386
10,881
14,787
20,719
16,834
16,503
17,005
11,166
15,812
12,130
13,084
13,954
11,094
13,048
9,546
12,070
2,681,904
FRACTION OF VMT
FREEWAYS
0.3707
0.4218
0.2917
0.2801
0.5009
0.3230
0.3979
0.3891
0.4233
0.3685
0.4939
0.3930
0.2382
0.4209
0.4500
0.4362
0.3170
0.4216
0.2795
0.1954
0.4061
0.3760
0.4072
0.3100
0.4138
0.3864
0.4819
0.3257
0.2369
0.3965
0.4286
0.4264
0.2833
0.3668
0.2870
0.3944
0.3294
0.2708
0.2696
0.3917
0.4372
0.3580
0.3655
0.3799
0.3227
0.3172
0.4726
0.3418
0.1310
0.3534
0.4170
0.4085
0.4190
0.3338
0.3071
0.4553
0.3090
0.3649
0.3214
0.2470
0.3563
0.1975
0.4848
0.3855
ARTERIALS
&
COLLECTORS
0.4687
0.4868
0.5705
0.5643
0.3927
0.5360
0.4819
0.4293
0.3962
0.4911
0.4015
0.4072
0.6456
0.4411
0.4463
0.4200
0.4785
0.4092
0.5818
0.5626
0.3997
0.4946
0.4912
0.4480
0.3776
0.4580
0.3896
0.4977
0.4983
0.4863
0.3842
0.3934
0.5893
0.5686
0.5488
0.4389
0.4258
0.5653
0.6145
0.4464
0.3999
0.4680
0.4628
0.4002
0.4612
0.4088
0.3516
0.3921
0.7798
0.5131
0.4549
0.3771
0.3572
0.4641
0.4905
0.4024
0.5575
0.4969
0.3921
0.6265
0.3889
0.6583
0.3945
0.4728
LOCAL
0.1283
0.0547
0.1125
0.1312
0.0629
0.1129
0.0856
0.1478
0.1437
0.1084
0.0616
0.1657
0.0954
0.1014
0.0645
0.1058
0.1769
0.1326
0.1144
0.2250
0.1589
0.0967
0.0663
0.2150
0.1726
0.1220
0.0867
0.1483
0.2441
0.0827
0.1499
0.1431
0.1028
0.0327
0.1392
0.1324
0.2161
0.1403
0.0925
0.1278
0.1248
0.1428
0.1400
0.1869
0.1880
0.2465
0.1347
0.2364
0.0778
0.1027
0.0918
0.1789
0.1873
0.1731
0.1757
0.1027
0.1067
0.1065
0.2586
0.1050
0.2239
0.1271
0.0785
0.1218
RAMPS
0.0323
0.0367
0.0254
0.0244
0.0436
0.0281
0.0346
0.0339
0.0368
0.0321
0.0430
0.0342
0.0207
0.0366
0.0392
0.0379
0.0276
0.0367
0.0243
0.0170
0.0353
0.0327
0.0354
0.0270
0.0360
0.0336
0.0419
0.0283
0.0206
0.0345
0.0373
0.0371
0.0246
0.0319
0.0250
0.0343
0.0287
0.0236
0.0235
0.0341
0.0380
0.0311
0.0318
0.0330
0.0281
0.0276
0.0411
0.0297
0.0114
0.0307
0.0363
0.0355
0.0365
0.0290
0.0267
0.0396
0.0269
0.0317
0.0280
0.0215
0.0310
0.0172
0.0422
0.0325
-------
DAILY VEHICLE-MILES OF TRAVEL - 1995
BY URBANIZED AREA
FRACTIONAL VMT
COMPILED FROM REPORTS OF STATE AUTHORITIES
TABLE HM-71
SHEET 2 OF 6
OCTOBER 1996
FEDERAL-AID
URBANIZED AREA 1/
TOLEDO
ALBANY-SCHENECTADY-TROY
GRAND RAPIDS
WILMINGTON 21
SARASOTA-BRADENTON
NEWHAVEN-MERIDEN
ALLENTOWN-BETHLEHEM-EASTON
ALBUQUERQUE
CHARLESTON
BRIDGEPORT-MILFORD
SCRANTON-WILKES-BARRE
YOUNGSTOWN-WARREN
COLORADO SPRINGS
RALEIGH
BATON ROUGE
SYRACUSE
BAKERSFIELD
WICHITA
WORCESTER
COLUMBIA
FLINT
AUGUSTA
TRENTON
KNOXVILLE
CHATTANOOGA
MELBOURNE-PALM BAY
MOBILE
SPOKANE
HARRISBURG
JACKSON
LITTLE ROCK-NORTH LITTLE ROCK
MCALLEN-EDINBURG-MISSION
LAWRENCE- HAVERHILL
DES MOINES
STOCKTON
CORPUS CHRISTI
ODGEN
PROVO-OREM
LANSING-EAST LANSING
FAYETTEVILLE
RENO
FORT WAYNE
DAVENPORT-ROCK ISLAND-MOLINE
PENSACOLA
SOUTH BEND-MISHAWAKA
SHREVEPORT
GREENVILLE
MADISON
ANCHORAGE
LANCASTER-PALMDALE
MODESTO
CANTON
ANN ARBOR
PEORIA
LEXINGTON-FAYETTE
FORT MYERS-CAPE CORAL
LORAIN-ELYRIA
DAYTONA BEACH
DURHAM
SAVANNAH
COLUMBUS
WINSTON-SALEM
LOWELL
MONTGOMERY
SANTA ROSA
ROCKFORD
LANCASTER
EUGENE-SPRINGFIELD
GREENSBORO
TOTAL — 1 32 AREAS >200,000 PERSONS
STATE
LOCATION
PRI-
MARY
OH
NY
Ml
DE
FL
CT
PA
NM
SC
CT
PA
OH
CO
NC
LA
NY
CA
KS
MA
SC
Ml
GA
NJ
TN
TN
FL
AL
WA
PA
MS
AR
TX
MA
IA
CA
TX
UT
UT
Ml
NC
NV
IN
IL
FL
IN
LA
SC
Wl
AK
CA
CA
OH
Ml
IL
KY
FL
OH
FL
NC
GA
GA
NC
MA
AL
CA
IL
PA
OR
NC
—
OTHER(S)
Ml
MD, NJ
NJ
CT
SC
PA
GA
NH
IA
Ml
AL
NH
—
DAILY VEHICLE-MILES OF TRAVEL (THOUSANDS)
INTERSTATE
3,038
4,090
2,011
3,658
488
3,532
1,059
3,252
2,089
2,158
1,618
982
1,277
3,078
2,558
2,635
1,391
3,265
3,300
2,522
1,207
2,141
3,535
2,533
405
2,223
1,196
2,738
2,597
3,352
3,495
2,174
1,239
623
2,019
1,931
1,328
37
1,187
636
964
830
366
1,762
1,308
432
1,293
758
1,498
926
1,484
149
1,316
662
1,491
1,219
541
932
1,405
1,008
517
488
1,755
808,010
OTHER
FREEWAYS
AND
EXPRESSWAYS
114
536
1,259
249
1,301
1,725
4
262
2,005
519
478
908
533
758
1,572
905
180
316
132
394
567
113
1,022
39
88
1,196
743
1,587
201
995
1,771
262
401
481
55
34
429
310
46
1,325
719
1,250
500
1,132
88
708
658
767
61
562
1,742
983
340
1,687
242
1,202
614
741
339,860
OTHER
PRINCIPAL
ARTERIAL
2,422
3,228
3,053
3,314
2,573
1,548
2,254
4,925
2,713
969
1,722
1,519
1,860
2,942
2,761
1,365
2,203
1,504
1,992
1,901
1,765
2,355
2,047
2,908
1,841
3,795
1,746
2,362
1,937
2,509
1,455
1,432
1,270
1,465
1,415
1,105
1,107
1,209
1,745
1,858
1,095
1,736
1,338
2,035
1,868
1,548
1,678
1,438
626
1,439
1,128
1,150
1,266
1,673
1,598
1,413
943
2,644
1,076
1,887
1,207
232
712
1,260
540
1,510
643
570
745
711,738
MINOR
ARTERIAL
1,971
2,057
2,601
1,477
1,394
1,962
1,316
1,502
1,520
1,757
1,546
1,551
1,704
2,325
2,066
2,313
1,242
2,136
1,627
2,048
2,917
1,592
1,687
1,354
2,496
930
1,232
1,408
1,491
799
1,602
1,012
1,397
1,750
515
891
1,339
756
1,445
1,327
1,104
1,572
1,646
2,105
1,171
1,512
1,704
774
1,347
1,682
1,209
1,018
1,161
1,296
1,422
2,054
1,104
667
1,488
1,151
1,059
1,023
1,023
1,276
876
1,260
1,292
974
1,545
578,173
COLLECTOR
907
1,222
774
981
1,941
463
1,375
1,072
774
558
576
689
483
710
541
778
428
258
412
736
726
533
444
790
567
891
984
337
899
610
492
1,110
487
444
472
457
504
415
623
222
234
482
444
671
370
407
801
402
350
291
421
615
510
507
546
1,214
460
552
406
364
464
918
289
436
310
432
424
322
276
242,298
LOCAL
2,808
1,334
1,009
2,107
2,211
1,023
984
1,111
445
600
749
2,009
692
3,253
1,437
968
610
764
669
439
877
884
730
1,192
1,319
1,313
2,014
666
939
1,041
441
844
795
931
564
1,624
902
845
449
2,046
263
752
652
1,942
552
951
205
1,141
439
338
486
1,066
350
534
806
1,368
810
1,201
1,724
680
1,039
1,889
817
1,117
465
572
411
413
1,751
396,943
TOTAL
11,260
12,467
10,707
11,786
8,607
9,829
8,713
11,866
7,803
8,047
6,730
7,228
6,924
12,841
9,363
8,817
6,055
6,958
8,145
8,740
8,939
6,965
7,616
9,892
9,778
7,373
8,199
6,057
9,200
7,556
8,085
5,985
7,645
6,764
5,200
6,471
5,871
5,156
5,852
5,891
4,364
5,233
5,078
7,583
4,756
6,490
5,742
5,512
4,055
4,469
4,494
5,107
5,917
5,024
6,564
6,198
5,291
5,726
6,952
5,362
4,872
6,736
5,229
5,437
3,878
4,533
3,972
3,381
6,813
3,077,022
TOTAL VMT
w/ RAMPS
(THOUSANDS)
11,534
12,869
10,991
12,126
8,649
10,249
8,955
12,149
8,008
8,409
6,916
7,355
7,114
13,155
9,586
9,112
6,192
7,158
8,445
9,055
9,170
7,104
7,852
10,209
10,087
7,412
8,392
6,169
9,542
7,782
8,441
6,123
7,967
6,953
5,394
6,679
6,047
5,324
5,990
5,929
4,509
5,293
5,165
7,655
4,825
6,670
5,860
5,665
4,167
4,532
4,603
5,216
6,146
5,112
6,755
6,211
5,463
5,784
7,148
5,473
4,968
6,969
5,437
5,554
4,025
4,599
4,077
3,477
7,030
3,176,887
FRACTION OF VMT
FREEWAYS
0.2733
0.3595
0.2975
0.3222
0.0564
0.4715
0.3109
0.2680
0.2936
0.4951
0.3090
0.1985
0.3071
0.2745
0.2669
0.3724
0.2539
0.3208
0.4079
0.3994
0.2894
0.2254
0.3449
0.3573
0.3524
0.0599
0.2649
0.2081
0.4123
0.3337
0.4851
0.2592
0.4639
0.3127
0.4141
0.3584
0.3339
0.3627
0.2654
0.0739
0.3699
0.1305
0.1932
0.1084
0.1648
0.3106
0.2311
0.3102
0.3103
0.1587
0.2716
0.2412
0.4279
0.1983
0.3245
0.0240
0.3614
0.1145
0.3159
0.2339
0.2220
0.3837
0.4392
0.2427
0.4192
0.1650
0.2949
0.3170
0.3550
0.3613
ARTERIALS
&
COLLECTORS
0.4595
0.5056
0.5848
0.4760
0.6830
0.3876
0.5522
0.6172
0.6253
0.3905
0.5558
0.5111
0.5689
0.4543
0.5600
0.4890
0.6255
0.5446
0.4773
0.5174
0.5898
0.6306
0.5321
0.4948
0.4862
0.7577
0.4721
0.6658
0.4535
0.5035
0.4204
0.5804
0.3959
0.5262
0.4453
0.3673
0.4879
0.4470
0.6365
0.5746
0.5396
0.7160
0.6637
0.6285
0.7065
0.5198
0.7138
0.4614
0.5574
0.7529
0.5992
0.5335
0.4779
0.6799
0.5279
0.7537
0.4589
0.6679
0.4155
0.6216
0.5495
0.3118
0.3723
0.5351
0.4288
0.6962
0.5787
0.5367
0.3650
0.4823
LOCAL
0.2434
0.1037
0.0918
0.1738
0.2556
0.0998
0.1099
0.0914
0.0556
0.0714
0.1083
0.2731
0.0973
0.2473
0.1499
0.1062
0.0985
0.1067
0.0792
0.0485
0.0956
0.1244
0.0930
0.1168
0.1308
0.1772
0.2400
0.1080
0.0984
0.1338
0.0522
0.1378
0.0998
0.1339
0.1046
0.2431
0.1492
0.1587
0.0750
0.3451
0.0583
0.1421
0.1262
0.2537
0.1144
0.1426
0.0350
0.2014
0.1053
0.0746
0.1056
0.2044
0.0569
0.1045
0.1193
0.2203
0.1483
0.2077
0.2412
0.1242
0.2091
0.2711
0.1503
0.2011
0.1155
0.1244
0.1008
0.1188
0.2491
0.1249
RAMPS
0.0238
0.0313
0.0259
0.0280
0.0049
0.0410
0.0270
0.0233
0.0255
0.0431
0.0269
0.0173
0.0267
0.0239
0.0232
0.0324
0.0221
0.0279
0.0355
0.0347
0.0252
0.0196
0.0300
0.0311
0.0307
0.0052
0.0230
0.0181
0.0359
0.0290
0.0422
0.0225
0.0404
0.0272
0.0360
0.0312
0.0290
0.0316
0.0231
0.0064
0.0322
0.0114
0.0168
0.0094
0.0143
0.0270
0.0201
0.0270
0.0270
0.0138
0.0236
0.0210
0.0372
0.0173
0.0282
0.0021
0.0314
0.0100
0.0275
0.0203
0.0193
0.0334
0.0382
0.0211
0.0365
0.0144
0.0257
0.0276
0.0309
0.0314
-------
DAILY VEHICLE-MILES OF TRAVEL - 1995
BY URBANIZED AREA
FRACTIONAL VMT
COMPILED FROM REPORTS OF STATE AUTHORITIES
TABLE HM-71
SHEET 3 OF 6
OCTOBER 1996
FEDERAL-AID
URBANIZED AREA 11
LUBBOCK
READING
HUNTSVILLE
SANTA BARBARA
STAMFORD
LINCOLN
ROANOKE
HESPERIA-APPLEVALLEY-VICTORVILLE
BILOXI-GULFPORT
WACO
ERIE
BROCKTON
WATERBURY 21
EVANSVILLE
KALAMAZOO
ANTIOCH-PITTSBURG
SALEM
ATLANTIC CITY
HUNTINGTON-ASHLAND
GREEN BAY
NEW LONDON-NORWICH
APPLETON-NEENAH
BOISE CITY
SPRINGFIELD
CHARLESTON
TALLAHASSEE
AMARILLO
UTICA-ROME
SANTA CRUZ
PALM SPRINGS
LAKELAND
FALL RIVER
MACON
YORK
CLARKSVILLE
KILLEEN
LAREDO
NEW BEDFORD
DANBURY
POUGHKEEPSIE
BREMERTON
RICHLAND-KENNEWICK-PASCO
TEXAS CITY
PUEBLO
NEW BRITAIN
TOPEKA
SAGINAW
NASHUA
FORT PIERCE
SALINAS
BEAUMONT
CEDAR RAPIDS
LAFAYETTE
GAINESVILLE
SIMI VALLEY
BROWNSVILLE
ODESSA
MANCHESTER
BINGHAMTON
FORT SMITH
RACINE
SPRINGFIELD
FORT COLLINS
OLYMPIA
STATE
LOCATION
PRI-
MARY
TX
PA
AL
CA
CT
NE
VA
CA
MS
TX
PA
MA
CT
IN
Ml
CA
OR
NJ
WV
Wl
CT
Wl
ID
MO
WV
FL
TX
NY
CA
CA
FL
MA
GA
PA
TN
TX
TX
MA
CT
NY
WA
WA
TX
CO
CT
KS
Ml
NH
FL
CA
TX
IA
LA
FL
CA
TX
TX
NH
NY
AR
Wl
IL
CO
WA
OTHER(S)
NY
KY
KY, OH
Rl
KY
NY
OK
DAILY VEHICLE-MILES OF TRAVEL (THOUSANDS)
INTERSTATE
251
22
665
1,636
211
1,259
869
669
1,107
254
59
702
214
618
749
613
303
2,019
872
277
1,790
447
987
527
685
802
1,357
588
374
341
488
1,136
506
296
346
900
663
703
636
612
651
651
398
194
975
579
573
583
195
1128
OTHER
FREEWAYS
AND
EXPRESSWAYS
576
700
500
2,143
486
65
198
319
1,115
631
135
383
1,019
262
1,452
484
754
181
1,153
1,094
122
597
1,212
4
693
275
614
11
171
545
861
449
278
604
164
611
285
488
695
1,000
246
184
249
926
9
69
200
OTHER
PRINCIPAL
ARTERIAL
1,784
1,140
1,329
663
710
1,356
1,508
658
1,721
850
933
961
509
1,631
1,326
726
1,219
1,227
1,057
1,109
700
657
1,303
1,420
1,108
1,283
928
1,036
409
810
1,002
164
766
862
892
726
591
598
693
1,047
732
732
2
400
449
1,009
1,005
554
1,510
542
581
705
1,325
1,384
472
557
707
509
224
729
754
952
516
537
MINOR
ARTERIAL
404
752
849
491
564
1,167
734
1,419
564
883
784
826
661
1,087
1,054
279
245
912
711
641
992
672
1,042
490
915
986
477
859
898
766
760
926
1,022
690
740
315
202
741
856
860
640
595
88
316
512
360
588
581
440
407
496
666
820
585
582
285
364
629
1,652
462
528
804
846
627
COLLECTOR
360
463
830
461
328
276
340
222
477
202
336
274
239
471
378
199
217
330
331
214
331
246
466
355
277
523
468
455
345
349
534
252
310
435
169
255
223
173
304
778
270
445
204
121
256
224
195
157
667
184
282
239
308
428
91
252
155
217
837
207
114
226
186
318
LOCAL
1,186
354
1,122
218
466
408
1,029
583
861
790
259
499
281
469
286
302
228
703
411
1,038
396
828
625
997
392
913
1,163
405
181
468
1,212
724
535
349
316
316
509
374
535
440
309
311
361
162
330
643
399
162
895
163
669
399
164
811
268
386
493
200
509
172
322
258
201
347
TOTAL
4,561
3,431
5,295
3,976
4,190
3,483
5,068
3,751
4,292
4,151
2,566
3,734
3,023
4,007
4,045
2,525
2,920
4,624
3,607
4,059
4,619
3,556
4,308
4,633
4,482
4,152
4,145
3,879
3,045
2,397
4,193
3,561
3,990
3,199
2,491
2,226
1,866
2,385
3,695
4,176
2,812
2,828
655
1,623
3,051
3,063
2,890
2,065
4,433
1,784
3,335
2,660
3,268
3,606
2,413
1,726
2,097
2,779
4,727
2,152
1,718
2,823
2013
3157
TOTAL VMT
w/ RAM PS
(THOUSANDS)
4,633
3,494
5,396
4,162
4,375
3,507
5,195
3,827
4,350
4,275
2,588
3,836
3,139
4,037
4,132
2,614
3,008
4,750
3,702
4,151
4,810
3,656
4,384
4,752
4,638
4,191
4,241
3,977
3,150
2,397
4,253
3,691
4,108
3,274
2,524
2,279
1,896
2,428
3,809
4,267
2,887
2,893
655
1,677
3,182
3,135
2,951
2,118
4,513
1,826
3,449
2,717
3,325
3,641
2,500
1,747
2,130
2,885
4,858
2,203
1,718
2,874
2,036
3,273
FRACTION OF VMT
FREEWAYS
0.1785
0.2067
0.2159
0.5148
0.4851
0.0787
0.2805
0.2271
0.1538
0.3336
0.0981
0.3060
0.4247
0.0864
0.2423
0.3899
0.3361
0.3057
0.2963
0.2546
0.4573
0.3153
0.1989
0.2885
0.3860
0.1067
0.2615
0.2826
0.3847
0.0017
0.1611
0.4050
0.3303
0.2636
0.1482
0.2694
0.1799
0.2055
0.3432
0.2463
0.2982
0.2575
0.3720
0.4727
0.2638
0.2382
0.2885
0.2041
0.2672
0.3790
0.2396
0.1958
0.1093
0.4000
0.1408
0.1775
0.4242
0.3098
0.2642
0.2029
0.1297
0.4058
ARTERIALS
&
COLLECTORS
0.5500
0.6740
0.5574
0.3880
0.3662
0.7981
0.4970
0.6008
0.6349
0.4526
0.7932
0.5373
0.4489
0.7899
0.6675
0.4607
0.5589
0.5198
0.5669
0.4731
0.4205
0.4308
0.6412
0.4766
0.4959
0.6662
0.4416
0.5909
0.5244
0.8030
0.5399
0.3636
0.5107
0.6069
0.7137
0.5686
0.5360
0.6226
0.4865
0.6292
0.5688
0.6126
0.4489
0.4990
0.3825
0.5081
0.6059
0.6100
0.5799
0.6203
0.3941
0.5926
0.7378
0.6584
0.4580
0.6261
0.5756
0.4696
0.5585
0.6347
0.8126
0.6897
0.7603
0.4529
LOCAL
0.2560
0.1013
0.2079
0.0524
0.1065
0.1163
0.1981
0.1524
0.1979
0.1848
0.1001
0.1301
0.0895
0.1162
0.0692
0.1155
0.0758
0.1480
0.1110
0.2501
0.0823
0.2265
0.1426
0.2098
0.0845
0.2179
0.2742
0.1018
0.0575
0.1952
0.2850
0.1961
0.1302
0.1066
0.1252
0.1386
0.2685
0.1540
0.1405
0.1031
0.1070
0.1075
0.5511
0.0966
0.1037
0.2051
0.1352
0.0765
0.1983
0.0892
0.1940
0.1469
0.0493
0.2228
0.1072
0.2209
0.2315
0.0693
0.1048
0.0781
0.1874
0.0898
0.0987
0.1060
RAMPS
0.0155
0.0180
0.0188
0.0448
0.0422
0.0068
0.0244
0.0198
0.0134
0.0290
0.0085
0.0266
0.0369
0.0075
0.0211
0.0339
0.0292
0.0266
0.0258
0.0222
0.0398
0.0274
0.0173
0.0251
0.0336
0.0093
0.0227
0.0246
0.0335
0.0001
0.0140
0.0352
0.0287
0.0229
0.0129
0.0234
0.0156
0.0179
0.0299
0.0214
0.0259
0.0224
0.0324
0.0411
0.0230
0.0207
0.0251
0.0178
0.0232
0.0330
0.0208
0.0170
0.0095
0.0348
0.0122
0.0154
0.0369
0.0270
0.0230
0.0176
0.0113
0.0353
-------
DAILY VEHICLE-MILES OF TRAVEL - 1995
BY URBANIZED AREA
FRACTIONAL VMT
COMPILED FROM REPORTS OF STATE AUTHORITIES
TABLE HM-71
SHEET 4 OF 6
OCTOBER 1996
FEDERAL-AID
URBANIZED AREA 1/
LAKE CHARLES
FARGO-MOORHEAD
DULUTH-SUPERIOR
ASHEVILLE
PORT ARTHUR
HEMET-SAN JACINTO
FORT WALTON BEACH
BRYAN-COLLEGE STATION
PORTLAND
ABILENE
KAILUA
GASTONIA
PORTSMOUTH-DOVER-ROCHESTER
MUSKEGON
HAMILTON
CHAMPAIGN-URBANA
SEASIDE-MONTEREY
LAWTON
WILMINGTON
ELKHART-GOSHEN
MONROE
HIGH POINT
WICHITA FALLS
PETERSBURG
HYANNIS
HARLINGEN
FAIRFIELD
TUSCALOOSA
SIOUX FALLS
NORWALK
WATERLOO-CEDAR FALLS
SPARTANBURG
LAFAYETTE-WEST LAFAYETTE
PANAMA CITY
JACKSONVILLE
NAPLES
BURLINGTON
TAUNTON
LYNCHBURG
BOULDER
STEUBENVILLE-WEIRTON
SAN ANGELO
HAITI ESBURG
VISALIA
MIDDLETOWN
MIDLAND
KENOSHA
MUNCIE
SANTA MARIA
YAKIMA
REDDING
DECATUR
TYLER
VINELAND-MILLVILLE
SIOUX CITY
BLOOMINGTON-NORMAL
ALBANY
KANNAPOLIS
LONGVIEW
BILLINGS
ALTON
WINTER HAVEN
ATHENS
LEWISVILLE
STATE
LOCATION
PRI-
MARY
LA
ND
MN
NC
TX
CA
FL
TX
ME
TX
HI
NC
NH
Ml
OH
IL
CA
OK
NC
IN
LA
NC
TX
VA
MA
TX
CA
AL
SD
CT
IA
SC
IN
FL
NC
FL
VT
MA
VA
CO
OH
TX
MS
CA
OH
TX
Wl
IN
CA
WA
CA
IL
TX
NJ
IA
IL
GA
NC
TX
MT
IL
FL
GA
TX
OTHER(S)
MN
Wl
ME
PA, WV
NE, SD
DAILY VEHICLE-MILES OF TRAVEL (THOUSANDS)
INTERSTATE
868
382
459
1,881
702
254
30
1,110
296
21
395
144
25
142
574
631
211
1,618
1,736
402
511
1,092
105
416
85
52
692
1,089
129
984
112
126
223
769
60
360
375
748
32
199
1105
OTHER
FREEWAYS
AND
EXPRESSWAYS
10
274
543
528
115
321
308
48
605
469
756
20
214
159
298
376
486
876
402
294
54
555
170
112
388
520
423
579
302
445
200
166
475
77
402
44
268
11
195
454
OTHER
PRINCIPAL
ARTERIAL
442
512
642
466
731
337
1,721
615
842
250
512
1,143
459
487
630
466
587
546
1,256
993
599
1,041
659
1,853
1,194
543
342
1,127
424
376
670
787
852
1,437
604
693
674
492
817
506
402
107
489
316
375
517
675
717
231
585
211
744
1,418
102
447
522
937
608
845
725
977
899
764
77
MINOR
ARTERIAL
562
533
695
981
324
327
564
403
767
821
227
563
976
697
459
483
275
474
408
512
629
647
248
989
808
270
211
638
473
472
586
620
377
509
415
319
497
486
539
428
380
390
230
443
462
267
431
629
403
482
618
557
165
746
440
503
532
457
336
219
457
363
409
605
COLLECTOR
319
169
335
208
132
227
150
208
260
213
208
117
271
196
166
238
353
106
209
207
195
159
176
494
247
245
104
252
298
158
162
497
92
387
22
432
321
275
258
112
151
120
135
230
249
273
117
83
100
144
207
192
243
466
158
193
173
303
173
109
216
831
384
388
LOCAL
52
325
405
1,389
361
249
846
546
197
735
286
1,013
211
229
549
166
231
441
720
403
50
1,177
687
592
661
219
185
551
233
356
422
86
266
918
409
656
789
140
397
163
194
575
291
217
703
566
366
236
144
187
346
199
603
291
220
183
337
653
484
349
235
994
289
117
TOTAL
2,243
1,921
2,546
5,199
2,091
1,140
3,281
2,300
2,883
2,594
1,571
3,994
2,818
2,099
1,804
1,748
2,202
1,731
2,832
2,416
2,047
3,953
2,357
6,032
3,786
1,679
2,872
2,970
1,993
3,009
1,945
2,576
1,672
3,251
1,450
2,152
3,085
2,870
2,531
1,632
1,706
1,494
1,274
1,651
2,773
1,935
1,715
1,831
1,353
1,698
2,553
1,796
2,429
1,873
1,625
1,787
2,174
2,769
1,870
1,601
1,885
3,087
2300
2292
TOTAL VMT
w/ RAM PS
(THOUSANDS)
2,319
1,954
2,587
5,386
2,138
1,140
3,281
2,346
2,954
2,644
1,600
4,095
2,896
2,142
1,804
1,782
2,268
1,745
2,853
2,442
2,097
4,034
2,408
6,215
3,862
1,714
3,049
3,005
2,042
3,152
1,954
2,627
1,679
3,251
1,450
2,157
3,155
2,998
2,576
1,669
1,756
1,520
1,285
1,690
2,859
1,962
1,726
1,845
1,394
1,724
2,655
1,805
2,429
1,896
1,656
1,821
2,191
2,834
1,873
1,618
1,885
3,087
2,339
2,388
FRACTION OF VMT
FREEWAYS
0.3744
0.1955
0.1813
0.4001
0.2539
0.2251
0.2766
0.2175
0.2112
0.2828
0.3111
0.2288
0.2216
0.3334
0.0940
0.0838
0.1233
0.2737
0.2303
0.2438
0.3385
0.2268
0.2345
0.6659
0.1338
0.2767
0.5225
0.0537
0.2231
0.0506
0.0241
0.2548
0.4926
0.2018
0.2535
0.3297
0.1986
0.1004
0.2634
0.3442
0.1590
0.0730
0.0900
0.3407
0.1740
0.4411
0.0576
0.1413
0.2173
0.2120
0.0890
0.2639
0.0171
0.1230
0.1941
0.4627
ARTERIALS
&
COLLECTORS
0.5706
0.6212
0.6464
0.3073
0.5551
0.7816
0.7422
0.5226
0.6327
0.4856
0.5917
0.4452
0.5890
0.6444
0.6957
0.6660
0.5358
0.6452
0.6565
0.7010
0.6786
0.4579
0.4497
0.5368
0.5823
0.6173
0.2155
0.6712
0.5852
0.3191
0.7256
0.7248
0.7866
0.7176
0.7179
0.6696
0.4729
0.4179
0.6265
0.6268
0.5312
0.4058
0.6645
0.5853
0.3799
0.5387
0.7086
0.7743
0.5264
0.7024
0.3902
0.8271
0.7517
0.6929
0.6309
0.6690
0.7494
0.4827
0.7230
0.6507
0.8753
0.6780
0.6655
0.4480
LOCAL
0.0224
0.1663
0.1566
0.2579
0.1688
0.2184
0.2578
0.2327
0.0667
0.2780
0.1787
0.2474
0.0728
0.1069
0.3043
0.0931
0.1019
0.2527
0.2524
0.1650
0.0238
0.2918
0.2853
0.0953
0.1711
0.1278
0.0607
0.1834
0.1141
0.1129
0.2160
0.0327
0.1584
0.2824
0.2821
0.3042
0.2501
0.0467
0.1541
0.0977
0.1105
0.3782
0.2264
0.1284
0.2459
0.2885
0.2121
0.1279
0.1033
0.1085
0.1303
0.1102
0.2483
0.1535
0.1328
0.1005
0.1538
0.2304
0.2584
0.2157
0.1247
0.3220
0.1235
0.0490
RAMPS
0.0326
0.0170
0.0158
0.0348
0.0221
0.0196
0.0241
0.0189
0.0184
0.0246
0.0271
0.0199
0.0193
0.0290
0.0082
0.0073
0.0107
0.0238
0.0200
0.0212
0.0295
0.0197
0.0204
0.0579
0.0116
0.0241
0.0455
0.0047
0.0194
0.0044
0.0021
0.0222
0.0429
0.0176
0.0221
0.0287
0.0173
0.0087
0.0229
0.0299
0.0138
0.0064
0.0078
0.0296
0.0151
0.0384
0.0050
0.0123
0.0189
0.0184
0.0077
0.0230
0.0015
0.0107
0.0169
0.0403
-------
DAILY VEHICLE-MILES OF TRAVEL - 1995
BY URBANIZED AREA
FRACTIONAL VMT
COMPILED FROM REPORTS OF STATE AUTHORITIES
TABLE HM-71
SHEET 5 OF 6
OCTOBER 1996
FEDERAL-AID
URBANIZED AREA 1/
FREDERICK
JOHNSON CITY
TERRE HAUTE
JACKSON
YUBA CITY
KINGSPORT
ALEXANDRIA
SPRINGFIELD
GRAND JUNCTION
STUART
VACAVILLE
BATTLE CREEK
FITCHBURG-LEOMINSTER
ANDERSON
BURLINGTON
CHICO
YUMA
EAU CLAIRE
ST. CLOUD
COLUMBIA
JOHNSTOWN
LA CROSSE
MANSFIELD
HAGERSTOWN
GREELEY
ALTOONA
ROCHESTER
HICKORY
BRISTOL 21
ANNAPOLIS
FAYETTEVILLE-SPRINGDALE
BAY CITY
BLOOMINGTON
LAWRENCE
PORT HURON
MEDFORD
GADSDEN
ST. JOSEPH
HOLLAND
PUNTA GORDA
OCALA
NAPA
KOKOMO
FLORENCE
ANNISTON
TEXARKANA
CHARLOTTESVILLE
LEWISTON-AUBURN
DENTON
DOVER
IOWA CITY
LIMA
MERCED
BELLING HAM
TEMPLE
VERO BEACH
CUMBERLAND
GREAT FALLS
GALVESTON
DECATUR
HOUMA
SHERMAN-DENISON
BISMARCK-MANDAN
GOLDSBORO
STATE
LOCATION
PRI-
MARY
MD
TN
IN
Ml
CA
TN
LA
OH
CO
FL
CA
Ml
MA
IN
NC
CA
AZ
Wl
MN
MO
PA
Wl
OH
MD
CO
PA
MN
NC
CT
MD
AR
Ml
IN
KS
Ml
OR
AL
MO
Ml
FL
FL
CA
IN
AL
AL
AR
VA
ME
TX
DE
IA
OH
CA
WA
TX
FL
MD
MT
TX
AL
LA
TX
ND
NC
OTHER(S)
VA
CA
MN
PA, WV
KS
TX
WV
DAILY VEHICLE-MILES OF TRAVEL (THOUSANDS)
INTERSTATE
370
486
309
383
416
76
91
145
1,149
382
55
259
1,047
75
69
306
130
651
687
432
173
306
357
254
225
164
136
315
352
479
208
107
850
278
353
441
617
172
222
58
1,305
262
173
OTHER
FREEWAYS
AND
EXPRESSWAYS
364
63
212
339
186
170
68
165
10
140
279
223
402
185
121
290
325
245
320
89
80
213
478
75
161
45
14
113
22
338
83
221
24
122
280
408
35
718
203
OTHER
PRINCIPAL
ARTERIAL
252
814
834
455
177
910
733
332
684
807
103
435
672
713
219
421
294
725
517
205
414
792
343
457
336
516
414
679
327
354
947
495
442
390
334
339
978
321
603
503
815
195
299
813
644
221
434
624
321
232
309
332
328
217
425
574
470
391
1,360
1,089
176
210
277
380
MINOR
ARTERIAL
215
744
520
453
535
637
430
481
259
291
250
536
297
451
511
230
265
236
446
336
337
287
434
315
228
258
352
651
245
388
250
348
375
204
643
324
292
210
389
198
602
279
714
549
715
143
194
304
399
559
289
371
311
368
258
231
232
170
559
345
751
428
305
543
COLLECTOR
204
139
147
227
179
170
193
229
157
160
106
172
129
163
291
68
108
113
98
135
216
105
157
87
157
180
97
137
80
234
214
178
78
107
201
152
167
131
127
262
309
65
185
97
233
64
224
106
132
228
94
203
78
165
191
413
46
102
166
267
77
137
108
117
LOCAL
98
328
314
268
192
315
77
390
139
345
139
223
134
292
748
166
122
498
179
432
135
416
119
174
116
148
195
981
201
165
138
190
174
213
180
118
536
591
130
453
522
148
145
697
626
251
102
115
307
222
132
398
114
147
452
409
165
259
365
456
24
267
123
467
TOTAL
1,503
2,574
2,124
1,998
1,422
2,634
1,679
1,591
1,384
1,768
1,747
1,758
1,427
1,878
2,816
1,164
864
1,864
1,240
1,816
1,287
1,851
1,343
1,684
1,162
1,347
1,378
3,224
933
1,786
2,027
1,459
1,230
959
1,678
1,290
2,227
1,591
1,435
1,552
2,563
1,025
1,343
2,156
2,570
1,241
1,383
1,280
2,009
1,363
1,102
1,657
1,111
1,338
1,943
1,799
1,135
980
4,163
2,419
1,063
1,760
986
1710
TOTAL VMT
w/ RAM PS
(THOUSANDS)
1,567
2,622
2,151
2,050
1,451
2,686
1,700
1,605
1,397
1,782
1,847
1,792
1,444
1,901
2,907
1,188
871
1,889
1,240
1,878
1,303
1,873
1,368
1,741
1,190
1,368
1,406
3,292
940
1,842
2,069
1,481
1,244
963
1,706
1,321
2,249
1,620
1,451
1,564
2,590
1,054
1,343
2,156
2,601
1,290
1,420
1,291
2,083
1,374
1,126
1,688
1,135
1,376
1,997
1,814
1,154
985
4,312
2,442
1,066
1,822
1,001
1,728
FRACTION OF VMT
FREEWAYS
0.4685
0.2094
0.1437
0.2903
0.2336
0.2241
0.1447
0.0991
0.1038
0.0926
0.6221
0.2187
0.1350
0.1363
0.3602
0.2348
0.0862
0.1545
0.3771
0.1420
0.1340
0.2120
0.3740
0.2730
0.1791
0.2276
0.2358
0.0851
0.3501
0.2311
0.1675
0.1294
0.0467
0.1876
0.2702
0.1129
0.2086
0.1282
0.0870
0.1216
0.3206
0.1354
0.4357
0.3020
0.1014
0.4081
0.0888
0.2469
0.2092
0.2466
0.3204
0.3090
0.0948
0.1923
0.0589
0.3973
0.1073
0.0328
0.3940
0.1728
0.1175
ARTERIALS
&
COLLECTORS
0.4282
0.6473
0.6979
0.5537
0.6139
0.6392
0.7975
0.6493
0.7876
0.7058
0.2485
0.6378
0.7604
0.6982
0.3512
0.6051
0.7662
0.5684
0.8556
0.3600
0.7421
0.6322
0.6826
0.4935
0.6057
0.6972
0.6139
0.4457
0.6936
0.5298
0.6821
0.6896
0.7194
0.7280
0.6906
0.6169
0.6389
0.4085
0.7711
0.6158
0.6663
0.5112
0.8920
0.6767
0.6122
0.3318
0.5999
0.8007
0.4090
0.7418
0.6145
0.5368
0.6315
0.5449
0.4377
0.6715
0.6480
0.6731
0.4835
0.6966
0.9418
0.4252
0.6893
0.6020
LOCAL
0.0625
0.1251
0.1460
0.1307
0.1323
0.1173
0.0453
0.2430
0.0995
0.1936
0.0753
0.1244
0.0928
0.1536
0.2573
0.1397
0.1401
0.2636
0.1444
0.2301
0.1036
0.2221
0.0870
0.1000
0.0975
0.1082
0.1387
0.2980
0.2138
0.0896
0.0667
0.1283
0.1399
0.2212
0.1055
0.0893
0.2383
0.3647
0.0896
0.2897
0.2015
0.1404
0.1080
0.3233
0.2407
0.1946
0.0718
0.0891
0.1474
0.1616
0.1172
0.2358
0.1004
0.1068
0.2264
0.2255
0.1429
0.2629
0.0846
0.1867
0.0225
0.1465
0.1229
0.2703
RAMPS
0.0408
0.0182
0.0125
0.0253
0.0203
0.0195
0.0126
0.0086
0.0090
0.0081
0.0541
0.0190
0.0117
0.0119
0.0313
0.0204
0.0075
0.0134
0.0328
0.0124
0.0117
0.0184
0.0325
0.0238
0.0156
0.0198
0.0205
0.0074
0.0305
0.0201
0.0146
0.0113
0.0041
0.0163
0.0235
0.0098
0.0181
0.0112
0.0076
0.0106
0.0279
0.0118
0.0379
0.0263
0.0088
0.0355
0.0077
0.0215
0.0182
0.0215
0.0279
0.0269
0.0082
0.0167
0.0051
0.0346
0.0093
0.0029
0.0343
0.0150
0.0102
-------
DAILY VEHICLE-MILES OF TRAVEL - 1995
BY URBANIZED AREA
FRACTIONAL VMT
COMPILED FROM REPORTS OF STATE AUTHORITIES
TABLE HM-71
SHEET 6 OF 6
OCTOBER 1996
FEDERAL-AID
URBANIZED AREA 1/
VICTORIA
CHEYENNE
INDIO-COACHELLA
PASCAGOULA
WARNER ROBINS
MON ESSEN
LAS CRUCES
DOTHAN
DUBUQUE
OWENSBORO
JOPLIN
BENTON HARBOR
STATE COLLEGE
SHEBOYGAN
LONGMONT
ROCK HILL
BANGOR
LONGVIEW
OSHKOSH
PINE BLUFF
NEWPORT
LOMPOC
MYRTLE BEACH
DELTONA
SUMTER
FREDERICKSBURG
WAUSAU
DAVIS
MISSOULA
WILLIAMSPORT
PARKERSBURG
KANKAKEE
POCATELLO
RAPID CITY
LOGAN
LODI
WHEELING
FLORENCE
JACKSON
DANVILLE
SPRING HILL
GRAND FORKS
BRISTOL
AUBURN-OPELIKA
BELOIT
ROME
IDAHO FALLS
GREENVILLE
ROCKY MOUNT
GLEN FALLS
SANTA FE
WATSONVILLE
TITUSVILLE
SLIDELL
ANDERSON
PITTSFIELD
ELMIRA
NEWBURGH
NEWARK
JANESVILLE
CASPER
POTTSTOWN
BRUNSWICK
SHARON
SAN LUIS OBISPO
ITHACA
ROUND LAKE BEACH-MCHENRY 21
TOTALS, ALL 391 URBANIZED AREAS
STATE
LOCATION
PRI-
MARY
TX
WY
CA
MS
GA
PA
NM
AL
IA
KY
MO
Ml
PA
Wl
CO
SC
ME
WA
Wl
AR
Rl
CA
SC
FL
SC
VA
Wl
CA
MT
PA
WV
IL
ID
SD
UT
CA
WV
SC
TN
VA
FL
ND
TN
AL
Wl
GA
ID
NC
NC
NY
NM
CA
FL
LA
SC
MA
NY
NY
OH
Wl
WY
PA
GA
PA
CA
NY
IL
—
OTHER(S)
IL
OR
OH
OH
MN
VA
IL
OH
Wl
—
DAILY VEHICLE-MILES OF TRAVEL (THOUSANDS)
INTERSTATE
250
158
51
281
256
245
640
140
442
327
352
377
708
307
127
332
22
256
229
195
533
91
201
31
601
418
279
42
343
114
165
624
959
205
103
172
38
888,574
OTHER
FREEWAYS
AND
EXPRESSWAYS
30
57
196
153
14
25
196
213
239
643
60
2
490
39
112
236
182
37
65
161
176
150
10
368
274
23
213
57
98
298
162
390,822
OTHER
PRINCIPAL
ARTERIAL
328
414
294
677
576
191
761
927
392
421
536
406
367
206
352
611
310
211
242
219
503
264
821
199
501
592
357
60
349
237
574
383
320
301
344
165
585
390
542
535
304
326
570
537
372
664
267
506
400
495
845
192
486
210
576
436
235
224
178
320
293
483
420
280
109
131
10
868,808
MINOR
ARTERIAL
276
132
307
149
373
314
53
293
289
261
432
385
127
275
193
278
403
222
244
304
83
49
583
49
255
185
242
185
207
375
216
216
142
539
216
195
313
419
503
228
258
138
348
276
180
394
332
438
337
442
219
123
52
263
287
171
674
1,109
112
275
188
155
362
187
236
402
696,956
COLLECTOR
74
198
128
159
87
183
50
177
84
175
104
116
201
106
65
167
241
158
94
91
124
65
44
104
146
186
73
131
130
140
152
108
91
139
75
91
159
178
120
87
134
83
155
159
100
233
103
24
65
50
159
242
126
61
142
142
154
434
108
57
170
140
111
133
83
85
296,409
LOCAL
318
106
141
301
259
154
1,207
516
160
242
596
158
100
187
70
55
117
136
234
160
143
72
64
416
90
99
143
124
225
145
150
106
200
100
397
110
239
49
195
152
127
139
199
469
281
306
171
300
267
165
393
80
541
31
57
193
168
325
275
257
115
124
236
92
80
92
1
487,743
TOTAL
996
1,100
1,058
1,337
1,295
1,180
2,327
1,913
925
1,295
1,913
1,705
948
914
694
1,578
1,398
1,275
1,027
1,013
853
450
2,155
1,145
1,052
1,772
1,305
846
1,038
1,341
1,114
1,069
982
1,274
1,032
797
2,011
1,164
1,561
1,067
823
717
1,873
1,859
1,212
1,758
915
1,268
1,245
1,495
1,730
787
1,380
1,189
1,062
942
1,599
3,051
947
1,114
892
1,115
1,358
828
806
872
11
3,629,312
1/A Federal-aid "Urbanized Area" is an area with 50,000 or more persons, that at a minimum, encompasses the land area
delineated by the Bureau of the Census. Areas are in sort by population.
2/ Some urbanized area data are inconsistently reported; for example, the Pennsylvania portion of Wilmington, Delaware
is reported with Philadelphia, portions of Bristol, Connecticut are reported with Hartford or Waterbury, Kissimmee, Florida
TOTAL VMT
w/ RAMPS
(THOUSANDS)
996
1,122
1,074
1,341
1,295
1,209
2,349
1,913
925
1,312
1,934
1,761
961
926
695
1,619
1,426
1,323
1,046
1,034
853
450
2,211
1,178
1,057
1,834
1,348
876
1,049
1,380
1,116
1,091
1,002
1,291
1,032
818
2,073
1,175
1,578
1,073
823
720
1,925
1,895
1,236
1,772
919
1,268
1,260
1,525
1,740
800
1,395
1,243
1,062
942
1,631
3,134
971
1,132
903
1,134
1,378
840
832
886
11
3,740,619
FRACTION OF VMT
FREEWAYS
0.2229
0.1750
0.0380
0.2795
0.1090
0.1494
0.1267
0.3635
0.1592
0.1512
0.0201
0.2885
0.2292
0.4143
0.2037
0.2312
0.2908
0.3201
0.0568
0.3872
0.3636
0.3949
0.1211
0.3218
0.0197
0.2346
0.2286
0.1510
0.2887
0.3449
0.1089
0.1273
0.0606
0.0431
0.3122
0.2205
0.2257
0.0909
0.0457
0.1396
0.2249
0.0655
0.1875
0.1254
0.5019
0.2256
0.3060
0.2822
0.1811
0.1395
0.1879
0.1662
0.1619
0.3582
0.1828
0.3420
ARTERIALS
&
COLLECTORS
0.6807
0.6632
0.6785
0.7343
0.8000
0.5689
0.3678
0.7303
0.8270
0.6532
0.5542
0.5151
0.7230
0.6338
0.8774
0.6524
0.6688
0.4468
0.5547
0.5939
0.8324
0.8400
0.6549
0.2989
0.8532
0.5251
0.4987
0.4292
0.6539
0.5451
0.8442
0.6479
0.5519
0.7583
0.6153
0.5517
0.5098
0.8399
0.7380
0.7924
0.8457
0.7600
0.5573
0.5128
0.5274
0.7286
0.7642
0.7634
0.6364
0.6473
0.7029
0.6962
0.4759
0.4295
0.9463
0.7951
0.6517
0.5637
0.4100
0.5761
0.7210
0.6864
0.6481
0.7144
0.5145
0.6974
0.9091
0.4978
LOCAL
0.3193
0.0945
0.1312
0.2244
0.2000
0.1273
0.5138
0.2697
0.1730
0.1844
0.3081
0.0897
0.1040
0.2019
0.1007
0.0340
0.0820
0.1028
0.2238
0.1548
0.1676
0.1600
0.0289
0.3532
0.0851
0.0540
0.1061
0.1415
0.2145
0.1051
0.1344
0.0971
0.1996
0.0775
0.3847
0.1346
0.1153
0.0417
0.1235
0.1417
0.1543
0.1931
0.1034
0.2474
0.2273
0.1727
0.1861
0.2366
0.2119
0.1082
0.2259
0.1000
0.3878
0.0249
0.0537
0.2049
0.1030
0.1037
0.2833
0.2271
0.1274
0.1094
0.1713
0.1095
0.0962
0.1038
0.0909
0.1304
RAMPS
0.0194
0.0152
0.0033
0.0243
0.0095
0.0130
0.0110
0.0316
0.0138
0.0132
0.0018
0.0251
0.0199
0.0360
0.0177
0.0201
0.0253
0.0278
0.0049
0.0337
0.0316
0.0344
0.0105
0.0280
0.0017
0.0204
0.0199
0.0131
0.0251
0.0300
0.0095
0.0111
0.0053
0.0037
0.0272
0.0192
0.0196
0.0079
0.0040
0.0121
0.0196
0.0057
0.0163
0.0109
0.0437
0.0196
0.0266
0.0246
0.0158
0.0121
0.0163
0.0145
0.0141
0.0312
0.0159
0.0298
-------
SYSTEMS APPLICATIONS INTERNATIONAL 3B-1
APPENDIX 3B
"DISTANCES" FROM PROTOTYPE CITIES TO HPMS AREAS
981 lap3B.doc Final Report — September 1998
-------
3B-2 SYSTEMS APPLICATIONS INTERNATIONAL
Final Report — September 1998 981 lap3B.doc
-------
"DISTANCES" FROM PROTOTYPE CITIES TO HPMS AREAS
Federal Aid
Urbanized Area
ANCHORAGE
ANNISTON
AUBURN-OPELIKA
BIRMINGHAM
DECATUR
DOTHAN
FLORENCE
GADSDEN
HUNTSVILLE
MOBILE
MONTGOMERY
TUSCALOOSA
FAYETTEVILLE-SPRINGDALE
FORT SMITH
LITTLE ROCK-NORTH LITTLE
ROCK
PINE BLUFF
TEXARKANA
PHOENIX
TUCSON
YUM A
ANTIOCH-PITTSBURG
BAKERSFIELD
CHICO
DAVIS
FAIRFIELD
FRESNO
HEMET-SAN JACINTO
HESPERIA-APPLE VALLEY-
VICTORVILLE
INDIO-COACHELLA
LANCASTER-PALMDALE
LODI
State Location
Pri-
mary
AK
AL
AL
AL
AL
AL
AL
AL
AL
AL
AL
AL
AR
AR
AR
AR
AR
AZ
AZ
AZ
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
Other
OK
TX
CA
Total VMT
4,167
2,601
1,895
21,386
2,442
1,913
2,156
2,249
5,396
8,392
5,554
3,005
2,069
2,203
8,441
1,034
1,290
47,958
10,881
871
2,614
6,192
1,188
876
3,049
9,546
1,140
3,827
1,074
4,532
818
"Distance" to Prototype City
Chicago
0.0006
0.0428
0.0266
0.0497
0.0557
0.1360
0.1414
0.0527
0.0151
0.0267
0.0115
0.0403
0.0183
0.0061
0.0638
0.0060
0.0846
0.0088
0.0710
0.0816
0.0218
0.0047
0.0052
0.0316
0.2698
0.0169
0.1415
0.0067
0.0258
0.0526
0.0009
Houston
0.0403
0.1396
0.0658
0.0153
0.1927
0.3080
0.2915
0.1649
0.0735
0.0403
0.0554
0.1617
0.1249
0.0867
0.0128
0.0764
0.0069
0.0990
0.2376
0.2514
0.0061
0.0835
0.0794
0.0019
0.0988
0.1204
0.3346
0.0807
0.1420
0.2026
0.0425
Charlotte
0.0509
0.0836
0.0250
0.0009
0.1441
0.2186
0.1893
0.1051
0.0411
0.0100
0.0300
0.1190
0.1291
0.0947
0.0704
0.0597
0.0209
0.0979
0.2195
0.2097
0.0299
0.0847
0.0671
0.0205
0.1899
0.1036
0.2574
0.0638
0.1199
0.1908
0.0419
New York
0.0121
0.0890
0.0389
0.0184
0.1253
0.2269
0.2198
0.1080
0.0384
0.0238
0.0262
0.1006
0.0690
0.0415
0.0213
0.0360
0.0274
0.0501
0.1572
0.1702
0.0006
0.0392
0.0373
0.0023
0.1565
0.0662
0.2445
0.0388
0.0826
0.1290
0.0137
Minimum
Value
0.0006
0.0428
0.0250
0.0009
0.0557
0.1360
0.1414
0.0527
0.0151
0.0100
0.0115
0.0403
0.0183
0.0061
0.0128
0.0060
0.0069
0.0088
0.0710
0.0816
0.0006
0.0047
0.0052
0.0019
0.0988
0.0169
0.1415
0.0067
0.0258
0.0526
0.0009
Matching
Prototype City
CHICAGO
CHICAGO
CHARLOTTE
CHARLOTTE
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHARLOTTE
CHICAGO
CHICAGO
CHICAGO
CHICAGO
HOUSTON
CHICAGO
HOUSTON
CHICAGO
CHICAGO
CHICAGO
NEW YORK
CHICAGO
CHICAGO
HOUSTON
HOUSTON
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
app3br.doc
3B-3
-------
Federal Aid
Urbanized Area
LOMPOC
LOS ANGELES
MERCED
MODESTO
NAPA
OXNARD-VENTURA
PALM SPRINGS
REDDING
RIVERSIDE-SAN BERNARDINO
SACRAMENTO
SALINAS
SAN DIEGO
SAN FRANCISCO-OAKLAND
SAN JOSE
SAN LUIS OBISPO
SANTA BARBARA
SANTA CRUZ
SANTA MARIA
SANTA ROSA
SEASIDE-MONTEREY
SIMI VALLEY
STOCKTON
VACAVILLE
VISALIA
WATSON VI LLE
YUBA CITY
BOULDER
COLORADO SPRINGS
DENVER
FORT COLLINS
GRAND JUNCTION
GREELEY
LONGMONT
PUEBLO
BRIDGEPORT-MILFORD
BRISTOL 21
State Location
Pri-
mary
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CA
CO
CO
CO
CO
CO
CO
CO
CO
CT
CT
Other
Total VMT
450
272,819
1,135
4,603
1,054
12,070
2,397
2,655
30,673
26,607
1,826
57,483
84,514
36,522
832
4,162
3,150
1,394
4,025
2,268
2,500
5,394
1,847
1,690
800
1,451
1,669
7,114
37,993
2,036
1,397
1,190
695
1,677
8,409
940
"Distance" to Prototype City
Chicago
0.1606
0.0274
0.0059
0.0013
0.0051
0.0697
0.1456
0.0553
0.0698
0.0190
0.0036
0.0724
0.0782
0.0219
0.0079
0.0871
0.0139
0.0044
0.0364
0.0031
0.0245
0.0308
0.2151
0.0013
0.0269
0.0057
0.0049
0.0005
0.0132
0.0627
0.0829
0.0018
0.1686
0.0119
0.0757
0.0684
Houston
0.3778
0.0161
0.0887
0.0659
0.0239
0.0081
0.3472
0.0005
0.0068
0.0126
0.0778
0.0118
0.0126
0.0153
0.0205
0.0169
0.0254
0.0255
0.0019
0.0294
0.0057
0.0040
0.0663
0.0618
0.1479
0.0838
0.0844
0.0456
0.0141
0.2215
0.2580
0.0688
0.3972
0.0154
0.0105
0.2086
Charlotte
0.3144
0.0607
0.0880
0.0688
0.0282
0.0594
0.2758
0.0309
0.0555
0.0455
0.0837
0.0689
0.0708
0.0542
0.0427
0.0802
0.0620
0.0425
0.0314
0.0454
0.0335
0.0352
0.1453
0.0577
0.1357
0.0729
0.0856
0.0575
0.0397
0.1982
0.2294
0.0740
0.3519
0.0403
0.0654
0.1492
New York
0.2773
0.0084
0.0428
0.0274
0.0045
0.0211
0.2534
0.0112
0.0204
0.0031
0.0353
0.0243
0.0271
0.0057
0.0033
0.0332
0.0083
0.0049
0.0041
0.0066
0.0014
0.0030
0.1150
0.0252
0.0864
0.0400
0.0398
0.0151
0.0017
0.1445
0.1743
0.0293
0.2916
0.0019
0.0249
0.1401
Minimum
Value
0.1606
0.0084
0.0059
0.0013
0.0045
0.0081
0.1456
0.0005
0.0068
0.0031
0.0036
0.0118
0.0126
0.0057
0.0033
0.0169
0.0083
0.0044
0.0019
0.0031
0.0014
0.0030
0.0663
0.0013
0.0269
0.0057
0.0049
0.0005
0.0017
0.0627
0.0829
0.0018
0.1686
0.0019
0.0105
0.0684
Matching
Prototype City
CHICAGO
NEW YORK
CHICAGO
CHICAGO
NEW YORK
HOUSTON
CHICAGO
HOUSTON
HOUSTON
NEW YORK
CHICAGO
HOUSTON
HOUSTON
NEW YORK
NEW YORK
HOUSTON
NEW YORK
CHICAGO
HOUSTON
CHICAGO
NEW YORK
NEW YORK
HOUSTON
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
NEW YORK
CHICAGO
CHICAGO
CHICAGO
CHICAGO
NEW YORK
HOUSTON
CHICAGO
app3br.doc
3B-4
-------
Federal Aid
Urbanized Area
DAN BURY
HARTFORD-MIDDLETOWN 21
NEW BRITAIN
NEWHAVEN-MERIDEN
NEW LONDON-NORWICH
NORWALK
STAMFORD
WATERBURY 21
WASHINGTON 3/
DOVER
WILMINGTON 21
DAYTONA BEACH
DELTONA
FORT LAUDERDALE-
HOLLYWOOD-POMPANO BEACH
FORT MYERS-CAPE CORAL
FORT PIERCE
FORT WALTON BEACH
GAINESVILLE
JACKSONVILLE
LAKELAND
MELBOURNE-PALM BAY
MIAMI-HIALEAH
NAPLES
OCALA
ORLANDO 21
PANAMA CITY
PENSACOLA
PUNTA GORDA
SARASOTA-BRADENTON
SPRING HILL
STUART
TALLAHASSEE
TAMPA-ST PETE-CLEARWATER
TITUSVILLE
VERO BEACH
State Location
Pri-
mary
CT
CT
CT
CT
CT
CT
CT
CT
DC
DE
DE
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
Other
NY
NY
MD, VA
MD, NJ
Total VMT
3,809
15,812
3,182
10,249
4,810
3,152
4,375
3,139
82,025
1,374
12,126
5,784
1,178
32,067
6,211
4,513
3,281
3,641
21,683
4,253
7,412
37,657
2,157
2,590
26,132
3,251
7,655
1,564
8,649
823
1,782
4,191
38,958
1,395
1,814
"Distance" to Prototype City
Chicago
0.0105
0.0553
0.0684
0.0662
0.0510
0.1168
0.0794
0.0331
0.0199
0.0732
0.0136
0.0502
0.1325
0.0077
0.1174
0.0152
0.1363
0.0534
0.0186
0.0479
0.0934
0.0133
0.1187
0.0463
0.0012
0.1362
0.0571
0.0757
0.0889
0.1632
0.0648
0.0548
0.0221
0.1126
0.0620
Houston
0.0146
0.0027
0.0042
0.0043
0.0055
0.0168
0.0061
0.0057
0.0114
0.2325
0.0176
0.1740
0.0641
0.0199
0.2943
0.0851
0.3132
0.1743
0.0164
0.1099
0.2649
0.0193
0.2611
0.1680
0.0520
0.3031
0.1659
0.1835
0.2304
0.3827
0.2085
0.1794
0.0866
0.1553
0.1912
Charlotte
0.0233
0.0425
0.0471
0.0479
0.0505
0.0673
0.0508
0.0426
0.0439
0.1862
0.0142
0.1218
0.0176
0.0233
0.2213
0.0528
0.2266
0.1175
0.0098
0.0484
0.2092
0.0142
0.1681
0.1187
0.0466
0.2106
0.1016
0.1064
0.1554
0.3207
0.1554
0.1233
0.0462
0.0624
0.1309
New York
0.0012
0.0123
0.0185
0.0176
0.0120
0.0458
0.0242
0.0048
0.0027
0.1558
0.0045
0.1121
0.0820
0.0033
0.2108
0.0452
0.2300
0.1137
0.0059
0.0739
0.1833
0.0054
0.1923
0.1069
0.0195
0.2242
0.1106
0.1288
0.1617
0.2813
0.1384
0.1173
0.0491
0.1280
0.1272
Minimum
Value
0.0012
0.0027
0.0042
0.0043
0.0055
0.0168
0.0061
0.0048
0.0027
0.0732
0.0045
0.0502
0.0176
0.0033
0.1174
0.0152
0.1363
0.0534
0.0059
0.0479
0.0934
0.0054
0.1187
0.0463
0.0012
0.1362
0.0571
0.0757
0.0889
0.1632
0.0648
0.0548
0.0221
0.0624
0.0620
Matching
Prototype City
NEW YORK
HOUSTON
HOUSTON
HOUSTON
HOUSTON
HOUSTON
HOUSTON
NEW YORK
NEW YORK
CHICAGO
NEW YORK
CHICAGO
CHARLOTTE
NEW YORK
CHICAGO
CHICAGO
CHICAGO
CHICAGO
NEW YORK
CHICAGO
CHICAGO
NEW YORK
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHARLOTTE
CHICAGO
app3br.doc
3B-5
-------
Federal Aid
Urbanized Area
WEST PALM BEACH-BOCA
RATON-DELAY BEACH
WINTER HAVEN
ALBANY
ATHENS
ATLANTA
AUGUSTA
BRUNSWICK
COLUMBUS
MACON
ROME
SAVANNAH
WARNER ROBINS
HONOLULU
KAILUA
CEDAR RAPIDS
DES MOINES
DUBUQUE
IOWA CITY
SIOUX CITY
WATERLOO-CEDAR FALLS
BOISE CITY
IDAHO FALLS
POCATELLO
ALTON
BLOOMINGTON-NORMAL
CHAMPAIGN-URBANA
CHICAGO-NORTHWESTERN IN 21
DAVENPORT-ROCK ISLAND-
MOLINE
DECATUR
KANKAKEE
PEORIA
ROCKFORD
ROUND LAKE BEACH-MCHENRY
21
State Location
Pri-
mary
FL
FL
GA
GA
GA
GA
GA
GA
GA
GA
GA
GA
HI
HI
IA
IA
IA
IA
IA
IA
ID
ID
ID
IL
IL
IL
IL
IL
IL
IL
IL
IL
IL
Other
SC
AL
IL
NE, SD
IN
IA
Wl
Total VMT
19,377
3,087
2,191
2,339
88,404
7,104
1,378
4,968
4,108
1,772
5,473
1,295
11,871
1,600
2,717
6,953
925
1,126
1,656
1,954
4,384
919
1,002
1,885
1,821
1,782
152,529
5,165
1,805
1,091
5,112
4,599
11
"Distance" to Prototype City
Chicago
0.0178
0.1412
0.0751
0.0188
0.0398
0.0082
0.0253
0.0147
0.0054
0.0692
0.0061
0.1461
0.0814
0.0114
0.0044
0.0029
0.1552
0.0040
0.0096
0.0918
0.0146
0.1039
0.0120
0.1788
0.0162
0.0144
0.0000
0.0186
0.1211
0.0095
0.0208
0.0321
0.2008
Houston
0.0078
0.2917
0.2375
0.1259
0.0015
0.0948
0.1308
0.0686
0.0220
0.2227
0.0873
0.3468
0.0045
0.0848
0.0726
0.0293
0.3670
0.0797
0.0979
0.2514
0.1108
0.2808
0.0656
0.4105
0.1213
0.1163
0.0488
0.1252
0.3216
0.1014
0.1330
0.1576
0.4464
Charlotte
0.0210
0.1898
0.1931
0.1093
0.0140
0.0842
0.0974
0.0372
0.0306
0.1741
0.0784
0.2739
0.0400
0.0585
0.0594
0.0336
0.3006
0.0750
0.0838
0.1853
0.0906
0.2203
0.0377
0.3555
0.1137
0.1124
0.0541
0.1078
0.2814
0.0991
0.1219
0.1351
0.3995
New York
0.0002
0.2198
0.1594
0.0702
0.0057
0.0475
0.0762
0.0353
0.0034
0.1484
0.0422
0.2534
0.0242
0.0433
0.0330
0.0067
0.2689
0.0368
0.0500
0.1749
0.0597
0.1971
0.0324
0.3038
0.0663
0.0625
0.0169
0.0698
0.2276
0.0517
0.0751
0.0944
0.3338
Minimum
Value
0.0002
0.1412
0.0751
0.0188
0.0015
0.0082
0.0253
0.0147
0.0034
0.0692
0.0061
0.1461
0.0045
0.0114
0.0044
0.0029
0.1552
0.0040
0.0096
0.0918
0.0146
0.1039
0.0120
0.1788
0.0162
0.0144
0.0000
0.0186
0.1211
0.0095
0.0208
0.0321
0.2008
Matching
Prototype City
NEW YORK
CHICAGO
CHICAGO
CHICAGO
HOUSTON
CHICAGO
CHICAGO
CHICAGO
NEW YORK
CHICAGO
CHICAGO
CHICAGO
HOUSTON
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
app3br.doc
3B-6
-------
Federal Aid
Urbanized Area
SPRINGFIELD
ANDERSON
BLOOMINGTON
ELKHART-GOSHEN
EVANSVILLE
FORT WAYNE
INDIANAPOLIS
KOKOMO
LAFAYETTE-WEST LAFAYETTE
MUNCIE
SOUTH BEND-MISHAWAKA
TERRE HAUTE
LAWRENCE
TOPEKA
WICHITA
LEXINGTON-FAYETTE
LOUISVILLE
OWENSBORO
ALEXANDRIA
BATON ROUGE
HOUMA
LAFAYETTE
LAKE CHARLES
MONROE
NEW ORLEANS
SHREVEPORT
SLIDELL
BOSTON
BROCKTON
FALL RIVER
FITCHBURG-LEOMINSTER
HYANNIS
LAWRENCE-HAVERHILL
LOWELL
NEW BEDFORD
PITTSFIELD
State Location
Pri-
mary
IL
IN
IN
IN
IN
IN
IN
IN
IN
IN
IN
IN
KS
KS
KS
KY
KY
KY
LA
LA
LA
LA
LA
LA
LA
LA
LA
MA
MA
MA
MA
MA
MA
MA
MA
MA
Other
KY
Ml
IN
Rl
NH
NH
Total VMT
2,874
1,901
1,244
2,442
4,037
5,293
28,313
1,343
1,679
1,845
4,825
2,151
963
3,135
7,158
6,755
23,079
1,312
1,700
9,586
1,066
3,325
2,319
2,097
15,247
6,670
1,243
57,333
3,836
3,691
1,444
3,862
7,967
5,437
2,428
942
"Distance" to Prototype City
Chicago
0.0227
0.0423
0.0495
0.0484
0.0906
0.0482
0.0283
0.1891
0.1074
0.0828
0.0347
0.0394
0.0971
0.0132
0.0016
0.0029
0.0424
0.0324
0.0778
0.0021
0.2135
0.0413
0.0150
0.0199
0.0121
0.0038
0.0721
0.0123
0.0016
0.0628
0.0612
0.0078
0.0605
0.0626
0.0119
0.1447
Houston
0.1380
0.1743
0.1915
0.1841
0.2701
0.1886
0.0028
0.4277
0.2926
0.2552
0.1645
0.1698
0.2590
0.0419
0.0340
0.0278
0.0038
0.1433
0.2489
0.0515
0.4660
0.1778
0.0475
0.1167
0.0453
0.0281
0.0214
0.0133
0.0339
0.0042
0.2190
0.0743
0.0036
0.0009
0.0992
0.3434
Charlotte
0.1312
0.1393
0.1584
0.1437
0.2341
0.1552
0.0235
0.3767
0.2395
0.2172
0.1444
0.1380
0.1902
0.0197
0.0463
0.0379
0.0087
0.1035
0.2413
0.0430
0.4418
0.1792
0.0905
0.1395
0.0843
0.0299
0.0888
0.0346
0.0378
0.0118
0.1981
0.0528
0.0457
0.0261
0.0776
0.2694
New York
0.0787
0.1087
0.1217
0.1170
0.1847
0.1195
0.0015
0.3181
0.2052
0.1728
0.0995
0.1048
0.1816
0.0190
0.0087
0.0057
0.0082
0.0865
0.1665
0.0197
0.3500
0.1095
0.0216
0.0644
0.0191
0.0064
0.0296
0.0009
0.0089
0.0168
0.1423
0.0356
0.0149
0.0145
0.0519
0.2509
Minimum
Value
0.0227
0.0423
0.0495
0.0484
0.0906
0.0482
0.0015
0.1891
0.1074
0.0828
0.0347
0.0394
0.0971
0.0132
0.0016
0.0029
0.0038
0.0324
0.0778
0.0021
0.2135
0.0413
0.0150
0.0199
0.0121
0.0038
0.0214
0.0009
0.0016
0.0042
0.0612
0.0078
0.0036
0.0009
0.0119
0.1447
Matching
Prototype City
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
NEW YORK
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
HOUSTON
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
HOUSTON
NEW YORK
CHICAGO
HOUSTON
CHICAGO
CHICAGO
HOUSTON
HOUSTON
CHICAGO
CHICAGO
app3br.doc
3B-7
-------
Federal Aid
Urbanized Area
SPRINGFIELD
TAUNTON
WORCESTER
ANNAPOLIS
BALTIMORE
CUMBERLAND
FREDERICK
HAGERSTOWN
BANGOR
LEWISTON-AUBURN
PORTLAND
ANN ARBOR
BATTLE CREEK
BAY CITY
BENTON HARBOR
DETROIT
FLINT
GRAND RAPIDS
HOLLAND
JACKSON
KALAMAZOO
LANSING-EAST LANSING
MUSKEGON
PORT HURON
SAG IN AW
DULUTH-SUPERIOR
MINNEAPOLIS-ST. PAUL
ROCHESTER
ST. CLOUD
COLUMBIA
JOPLIN
KANSAS CITY
SPRINGFIELD
ST. JOSEPH
ST. LOUIS
BILOXI-GULFPORT
State Location
Pri-
mary
MA
MA
MA
MD
MD
MD
MD
MD
ME
ME
ME
Ml
Ml
Ml
Ml
Ml
Ml
Ml
Ml
Ml
Ml
Ml
Ml
Ml
Ml
MN
MN
MN
MN
MO
MO
MO
MO
MO
MO
MS
Other
CT
CT
WV
PA, WV
Wl
KS
KS
IL
Total VMT
12,130
2,998
8,445
1,842
43,934
1,154
1,567
1,741
1,426
1,291
2,954
6,146
1,792
1,481
1,761
87,667
9,170
10,991
1,451
2,050
4,132
5,990
2,142
1,706
2,951
2,587
53,179
1,406
1,240
1,878
1,934
38,570
4,752
1,620
55,290
4,350
"Distance" to Prototype City
Chicago
0.0005
0.0683
0.0234
0.0056
0.0430
0.0169
0.0542
0.0129
0.0145
0.0900
0.0062
0.0304
0.0100
0.0300
0.0088
0.0022
0.0007
0.0007
0.0677
0.0006
0.0137
0.0065
0.0095
0.0254
0.0046
0.0200
0.0337
0.0067
0.1681
0.0655
0.0660
0.0559
0.0183
0.0968
0.0434
0.0306
Houston
0.0405
0.0147
0.0110
0.0262
0.0095
0.1172
0.0097
0.0138
0.1161
0.2710
0.0835
0.0142
0.1009
0.1522
0.0207
0.0306
0.0578
0.0542
0.2312
0.0428
0.1122
0.0876
0.1011
0.1441
0.0785
0.1217
0.0038
0.0860
0.3916
0.0109
0.1407
0.0013
0.0291
0.0955
0.0003
0.1331
Charlotte
0.0506
0.0751
0.0470
0.0484
0.0573
0.0957
0.0615
0.0382
0.1163
0.2444
0.0967
0.0595
0.0890
0.1293
0.0454
0.0419
0.0667
0.0655
0.2098
0.0434
0.1180
0.0966
0.0953
0.1306
0.0679
0.0948
0.0371
0.0724
0.3320
0.0050
0.0669
0.0162
0.0106
0.0244
0.0263
0.0909
New York
0.0122
0.0242
0.0039
0.0057
0.0109
0.0644
0.0156
0.0014
0.0623
0.1848
0.0396
0.0085
0.0519
0.0904
0.0037
0.0071
0.0224
0.0202
0.1522
0.0138
0.0596
0.0422
0.0516
0.0835
0.0365
0.0685
0.0040
0.0418
0.2884
0.0222
0.0997
0.0121
0.0135
0.0860
0.0062
0.0799
Minimum
Value
0.0005
0.0147
0.0039
0.0056
0.0095
0.0169
0.0097
0.0014
0.0145
0.0900
0.0062
0.0085
0.0100
0.0300
0.0037
0.0022
0.0007
0.0007
0.0677
0.0006
0.0137
0.0065
0.0095
0.0254
0.0046
0.0200
0.0038
0.0067
0.1681
0.0050
0.0660
0.0013
0.0106
0.0244
0.0003
0.0306
Matching
Prototype City
CHICAGO
HOUSTON
NEW YORK
CHICAGO
HOUSTON
CHICAGO
HOUSTON
NEW YORK
CHICAGO
CHICAGO
CHICAGO
NEW YORK
CHICAGO
CHICAGO
NEW YORK
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
HOUSTON
CHICAGO
CHICAGO
CHARLOTTE
CHICAGO
HOUSTON
CHARLOTTE
CHARLOTTE
HOUSTON
CHICAGO
app3br.doc
3B-8
-------
Federal Aid
Urbanized Area
HATTIESBURG
JACKSON
PASCAGOULA
BILLINGS
GREAT FALLS
MISSOULA
ASHEVILLE
BURLINGTON
CHARLOTTE
DURHAM
FAYETTEVILLE
GASTONIA
GOLDSBORO
GREENSBORO
GREENVILLE
HICKORY
HIGH POINT
JACKSONVILLE
KANNAPOLIS
RALEIGH
ROCKY MOUNT
WILMINGTON
WINSTON-SALEM
BISMARCK-MANDAN
FARGO-MOORHEAD
GRAND FORKS
LINCOLN
OMAHA
MANCHESTER
NASHUA
PORTSMOUTH-DOVER-
ROCHESTER
ATLANTIC CITY
TRENTON
VINELAND-MILLVILLE
ALBUQUERQUE
State Location
Pri-
mary
MS
MS
MS
MT
MT
MT
NC
NC
NC
NC
NC
NC
NC
NC
NC
NC
NC
NC
NC
NC
NC
NC
NC
ND
ND
ND
NE
NE
NH
NH
NH
NJ
NJ
NJ
NM
Other
MN
MN
IA
ME
PA
Total VMT
1,285
7,782
1,341
1,618
985
1,049
5,386
2,907
13,954
7,148
5,929
4,095
1,728
7,030
1,268
3,292
4,034
1,450
2,834
13,155
1,260
2,853
6,969
1,001
1,954
720
3,507
11,094
2,885
2,118
2,896
4,750
7,852
1,896
12,149
"Distance" to Prototype City
Chicago
0.0587
0.0067
0.1042
0.0458
0.0878
0.0467
0.1023
0.0738
0.0541
0.0412
0.1019
0.0340
0.0565
0.0649
0.1383
0.0532
0.0486
0.1362
0.0224
0.0320
0.0375
0.0705
0.1006
0.0285
0.0148
0.1047
0.0975
0.0052
0.0297
0.0029
0.0023
0.0040
0.0047
0.0394
0.0032
Houston
0.1839
0.0197
0.2704
0.1608
0.2247
0.1635
0.0215
0.0189
0.0237
0.0215
0.1954
0.0330
0.1526
0.0168
0.3240
0.0617
0.0633
0.3032
0.0406
0.0364
0.1434
0.1957
0.0249
0.1495
0.1034
0.2805
0.2819
0.0859
0.0109
0.0685
0.0549
0.0292
0.0272
0.1682
0.0759
Charlotte
0.1244
0.0281
0.1992
0.1084
0.1484
0.1109
0.0134
0.0032
0.0000
0.0009
0.1025
0.0044
0.0861
0.0020
0.2424
0.0118
0.0138
0.2108
0.0123
0.0062
0.0951
0.1269
0.0105
0.1290
0.0770
0.2177
0.2444
0.0841
0.0525
0.0817
0.0734
0.0288
0.0476
0.1342
0.0815
New York
0.1216
0.0026
0.1913
0.1026
0.1579
0.1045
0.0437
0.0306
0.0253
0.0186
0.1470
0.0225
0.1025
0.0256
0.2370
0.0477
0.0467
0.2242
0.0221
0.0237
0.0889
0.1336
0.0452
0.0881
0.0556
0.1972
0.1946
0.0409
0.0064
0.0295
0.0211
0.0073
0.0059
0.1039
0.0341
Minimum
Value
0.0587
0.0026
0.1042
0.0458
0.0878
0.0467
0.0134
0.0032
0.0000
0.0009
0.1019
0.0044
0.0565
0.0020
0.1383
0.0118
0.0138
0.1362
0.0123
0.0062
0.0375
0.0705
0.0105
0.0285
0.0148
0.1047
0.0975
0.0052
0.0064
0.0029
0.0023
0.0040
0.0047
0.0394
0.0032
Matching
Prototype City
CHICAGO
NEW YORK
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHARLOTTE
CHARLOTTE
CHARLOTTE
CHARLOTTE
CHICAGO
CHARLOTTE
CHICAGO
CHARLOTTE
CHICAGO
CHARLOTTE
CHARLOTTE
CHICAGO
CHARLOTTE
CHARLOTTE
CHICAGO
CHICAGO
CHARLOTTE
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
NEW YORK
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
app3br.doc
3B-9
-------
Federal Aid
Urbanized Area
LAS CRUCES
SANTA FE
LAS VEGAS
RENO
ALBANY-SCHENECTADY-TROY
BINGHAMTON
BUFFALO-NIAGARA FALLS
ELMIRA
GLEN FALLS
ITHACA
NEW YORK-NORTHEASTERN NJ
NEWBURGH
POUGHKEEPSIE
ROCHESTER
SYRACUSE
UTICA-ROME
AKRON
CANTON
CINCINNATI
CLEVELAND
COLUMBUS
DAYTON
HAMILTON
LIMA
LORAIN-ELYRIA
MANSFIELD
MIDDLETOWN
NEWARK
SPRINGFIELD
STEUBENVILLE-WEIRTON
TOLEDO
YOUNGSTOWN-WARREN
LAWTON
OKLAHOMA CITY
TULSA
EUGENE-SPRINGFIELD
State Location
Pri-
mary
NM
NM
NV
NV
NY
NY
NY
NY
NY
NY
NY
NY
NY
NY
NY
NY
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OK
OK
OK
OR
Other
NJ
KY
PA, WV
Ml
Total VMT
2,349
1,740
16,967
4,509
12,869
4,858
20,193
1,631
1,525
886
246,578
3,134
4,267
14,787
9,112
3,977
13,048
5,216
31,524
39,156
24,412
17,005
1,804
1,688
5,463
1,368
2,859
971
1,605
1,756
11,534
7,355
1,745
25,026
17,387
3,477
"Distance" to Prototype City
Chicago
0.2358
0.0819
0.0012
0.0101
0.0089
0.0005
0.0005
0.0111
0.0104
0.0281
0.0169
0.0003
0.0056
0.0072
0.0132
0.0006
0.0496
0.0124
0.0550
0.0445
0.0506
0.0168
0.1382
0.0232
0.0186
0.0196
0.0569
0.0550
0.0606
0.0030
0.0298
0.0381
0.0646
0.0331
0.0448
0.0018
Houston
0.2373
0.2298
0.0420
0.0307
0.0177
0.0408
0.0587
0.1063
0.1039
0.1506
0.0083
0.0435
0.0875
0.0203
0.0126
0.0596
0.0110
0.0560
0.0002
0.0005
0.0006
0.0135
0.2960
0.0745
0.0078
0.1303
0.0170
0.0397
0.1798
0.0282
0.0366
0.0809
0.1831
0.0150
0.0221
0.0318
Charlotte
0.1112
0.1636
0.0400
0.0642
0.0384
0.0515
0.0646
0.1009
0.0971
0.1365
0.0253
0.0537
0.0861
0.0400
0.0352
0.0656
0.0024
0.0294
0.0235
0.0172
0.0315
0.0127
0.1983
0.0342
0.0182
0.1259
0.0008
0.0025
0.1162
0.0414
0.0071
0.0296
0.1162
0.0030
0.0004
0.0405
New York
0.2278
0.1582
0.0136
0.0099
0.0021
0.0123
0.0229
0.0554
0.0537
0.0885
0.0000
0.0139
0.0420
0.0029
0.0009
0.0235
0.0157
0.0269
0.0110
0.0070
0.0092
0.0034
0.2210
0.0425
0.0006
0.0729
0.0224
0.0354
0.1201
0.0059
0.0229
0.0527
0.1238
0.0113
0.0204
0.0076
Minimum
Value
0.1112
0.0819
0.0012
0.0099
0.0021
0.0005
0.0005
0.0111
0.0104
0.0281
0.0000
0.0003
0.0056
0.0029
0.0009
0.0006
0.0024
0.0124
0.0002
0.0005
0.0006
0.0034
0.1382
0.0232
0.0006
0.0196
0.0008
0.0025
0.0606
0.0030
0.0071
0.0296
0.0646
0.0030
0.0004
0.0018
Matching
Prototype City
CHARLOTTE
CHICAGO
CHICAGO
NEW YORK
NEW YORK
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
NEW YORK
CHICAGO
CHICAGO
NEW YORK
NEW YORK
CHICAGO
CHARLOTTE
CHICAGO
HOUSTON
HOUSTON
HOUSTON
NEW YORK
CHICAGO
CHICAGO
NEW YORK
CHICAGO
CHARLOTTE
CHARLOTTE
CHICAGO
CHICAGO
CHARLOTTE
CHARLOTTE
CHICAGO
CHARLOTTE
CHARLOTTE
CHICAGO
app3br.doc
3B-10
-------
Federal Aid
Urbanized Area
MEDFORD
PORTLAND-VANCOUVER
SALEM
ALLENTOWN-BETHLEHEM-
EASTON
ALTOONA
ERIE
HARRISBURG
JOHNSTOWN
LANCASTER
MONESSEN
PHILADELPHIA 21
PITTSBURGH
POTTSTOWN
READING
SCRANTON-WILKES-BARRE
SHARON
STATE COLLEGE
WILLIAMSPORT
YORK
NEWPORT
PROVIDENCE-PAWTUCKET
ANDERSON
CHARLESTON
COLUMBIA
FLORENCE
GREENVILLE
MYRTLE BEACH
ROCK HILL
SPARTANBURG
SUMTER
RAPID CITY
SIOUX FALLS
BRISTOL
CHATTANOOGA
CLARKSVILLE
State Location
Pri-
mary
OR
OR
OR
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
Rl
Rl
SC
SC
SC
SC
SC
SC
SC
SC
SC
SD
SD
TN
TN
TN
Other
WA
NJ
NJ
OH
MA
VA
GA
KY
Total VMT
1,321
28,738
3,008
8,955
1,368
2,588
9,542
1,303
4,077
1,209
75,973
36,159
1,134
3,494
6,916
840
961
1,380
3,274
853
17,698
1,062
8,008
9,055
1,175
5,860
2,211
1,619
2,627
1,057
1,291
2,042
1,925
10,087
2,524
"Distance" to Prototype City
Chicago
0.0032
0.0218
0.0035
0.0007
0.0289
0.0875
0.0285
0.0521
0.0002
0.0004
0.0005
0.0003
0.0243
0.0181
0.0005
0.0377
0.0410
0.0016
0.0022
0.1573
0.0257
0.2304
0.0062
0.0186
0.1113
0.0303
0.0141
0.0129
0.0349
0.1363
0.0564
0.0004
0.0007
0.0112
0.0414
Houston
0.0753
0.0057
0.0387
0.0382
0.1520
0.2661
0.0055
0.2010
0.0518
0.0509
0.0491
0.0561
0.1412
0.1263
0.0399
0.1713
0.1787
0.0340
0.0715
0.3713
0.0038
0.4913
0.0772
0.0243
0.3069
0.1500
0.0978
0.0960
0.1607
0.3476
0.2102
0.0582
0.0400
0.0133
0.1774
Charlotte
0.0818
0.0273
0.0614
0.0479
0.1361
0.2363
0.0377
0.1790
0.0604
0.0503
0.0476
0.0585
0.1268
0.1175
0.0495
0.1517
0.1599
0.0470
0.0726
0.3062
0.0250
0.4532
0.0964
0.0660
0.2931
0.1617
0.1228
0.1193
0.1714
0.3133
0.1962
0.0602
0.0515
0.0262
0.1514
New York
0.0337
0.0004
0.0121
0.0109
0.0896
0.1810
0.0029
0.1281
0.0186
0.0184
0.0174
0.0214
0.0814
0.0700
0.0118
0.1046
0.1103
0.0088
0.0311
0.2723
0.0009
0.3722
0.0358
0.0096
0.2143
0.0885
0.0510
0.0494
0.0967
0.2490
0.1351
0.0227
0.0119
0.0006
0.1099
Minimum
Value
0.0032
0.0004
0.0035
0.0007
0.0289
0.0875
0.0029
0.0521
0.0002
0.0004
0.0005
0.0003
0.0243
0.0181
0.0005
0.0377
0.0410
0.0016
0.0022
0.1573
0.0009
0.2304
0.0062
0.0096
0.1113
0.0303
0.0141
0.0129
0.0349
0.1363
0.0564
0.0004
0.0007
0.0006
0.0414
Matching
Prototype City
CHICAGO
NEW YORK
CHICAGO
CHICAGO
CHICAGO
CHICAGO
NEW YORK
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
NEW YORK
CHICAGO
CHICAGO
NEW YORK
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
CHICAGO
NEW YORK
CHICAGO
app3br.doc
3B-11
-------
Federal Aid
Urbanized Area
JACKSON
JOHNSON CITY
KINGSPORT
KNOXVILLE
MEMPHIS
NASHVILLE
ABILENE
AMARILLO
AUSTIN
BEAUMONT
BROWNSVILLE
BRYAN-COLLEGE STATION
CORPUS CHRISTI
DALLAS-FORT WORTH
DENTON
EL PASO
GALVESTON
HARLINGEN
HOUSTON
KILLEEN
LAREDO
LEWISVILLE
LONGVIEW
LUBBOCK
MCALLEN-EDINBURG-MISSION
MIDLAND
ODESSA
PORT ARTHUR
SAN ANGELO
SAN ANTONIO
SHERMAN-DENISON
TEMPLE
TEXAS CITY
TYLER
VICTORIA
WACO
State Location
Pri-
mary
TN
TN
TN
TN
TN
TN
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
TX
Other
VA
AR, MS
NM
Total VMT
1,578
2,622
2,686
10,209
20,887
20,719
2,644
4,241
16,834
3,449
1,747
2,346
6,679
102,384
2,083
11,166
4,312
1,714
79,672
2,279
1,896
2,388
1,873
4,633
6,123
1,962
2,130
2,138
1,520
30,280
1,822
1,997
655
2,429
996
4,275
"Distance" to Prototype City
Chicago
0.0554
0.0129
0.0093
0.0101
0.0028
0.0296
0.0401
0.0437
0.0555
0.0454
0.0378
0.0212
0.0629
0.0308
0.0409
0.0106
0.0196
0.0057
0.0488
0.0012
0.0381
0.0485
0.1205
0.0339
0.0018
0.0497
0.0273
0.0048
0.1064
0.0506
0.0328
0.0309
0.2929
0.1370
0.1406
0.0209
Houston
0.2055
0.1095
0.0997
0.0148
0.0741
0.0062
0.0687
0.0455
0.0018
0.0045
0.1392
0.0635
0.0150
0.0023
0.0004
0.0235
0.0118
0.0850
0.0000
0.0536
0.0948
0.0132
0.2862
0.0966
0.0611
0.1116
0.1008
0.0548
0.1059
0.0000
0.0017
0.0217
0.3493
0.3179
0.2923
0.0130
Charlotte
0.1759
0.0956
0.0906
0.0320
0.0797
0.0410
0.0200
0.0063
0.0142
0.0075
0.0890
0.0271
0.0022
0.0183
0.0202
0.0168
0.0444
0.0754
0.0237
0.0483
0.0410
0.0672
0.2028
0.0455
0.0540
0.0490
0.0553
0.0392
0.0297
0.0245
0.0190
0.0033
0.1929
0.2335
0.1911
0.0093
New York
0.1322
0.0581
0.0508
0.0010
0.0328
0.0037
0.0464
0.0340
0.0124
0.0100
0.0866
0.0352
0.0236
0.0023
0.0053
0.0068
0.0028
0.0408
0.0083
0.0204
0.0609
0.0152
0.2076
0.0601
0.0251
0.0757
0.0597
0.0228
0.0962
0.0090
0.0028
0.0144
0.3177
0.2330
0.2199
0.0048
Minimum
Value
0.0554
0.0129
0.0093
0.0010
0.0028
0.0037
0.0200
0.0063
0.0018
0.0045
0.0378
0.0212
0.0022
0.0023
0.0004
0.0068
0.0028
0.0057
0.0000
0.0012
0.0381
0.0132
0.1205
0.0339
0.0018
0.0490
0.0273
0.0048
0.0297
0.0000
0.0017
0.0033
0.1929
0.1370
0.1406
0.0048
Matching
Prototype City
CHICAGO
CHICAGO
CHICAGO
NEW YORK
CHICAGO
NEW YORK
CHARLOTTE
CHARLOTTE
HOUSTON
HOUSTON
CHICAGO
CHICAGO
CHARLOTTE
NEW YORK
HOUSTON
NEW YORK
NEW YORK
CHICAGO
HOUSTON
CHICAGO
CHICAGO
HOUSTON
CHICAGO
CHICAGO
CHICAGO
CHARLOTTE
CHICAGO
CHICAGO
CHARLOTTE
HOUSTON
HOUSTON
CHARLOTTE
CHARLOTTE
CHICAGO
CHICAGO
NEW YORK
app3br.doc
3B-12
-------
Federal Aid
Urbanized Area
WICHITA FALLS
LOGAN
ODGEN
PROVO-OREM
SALT LAKE CITY
CHARLOTTESVILLE
DANVILLE
FREDERICKSBURG
LYNCHBURG
NORFOLK-VA BEACH-NEWPORT
NEWS
PETERSBURG
RICHMOND
ROANOKE
BURLINGTON
BELLINGHAM
BREMERTON
LONGVIEW
OLYMPIA
RICHLAND-KENNEWICK-PASCO
SEATTLE
SPOKANE
TACOMA
YAKIMA
APPLETON-NEENAH
BELOIT
EAU CLAIRE
GREEN BAY
JANESVILLE
KENOSHA
LA CROSSE
MADISON
MILWAUKEE
OSHKOSH
RACINE
SHEBOYGAN
State Location
Pri-
mary
TX
UT
UT
UT
UT
VA
VA
VA
VA
VA
VA
VA
VA
VT
WA
WA
WA
WA
WA
WA
WA
WA
WA
Wl
Wl
Wl
Wl
Wl
Wl
Wl
Wl
Wl
Wl
Wl
Wl
Other
OR
IL
MN
Total VMT
2,408
1,032
6,047
5,324
18,855
1,420
1,073
1,834
2,576
31,466
6,215
16,503
5,195
3,155
1,376
2,887
1,323
3,273
2,893
49,328
6,169
13,084
1,724
3,656
1,236
1,889
4,151
1,132
1,726
1,873
5,665
31,317
1,046
1,718
926
"Distance" to Prototype City
Chicago
0.0468
0.1618
0.0100
0.0225
0.0158
0.0026
0.1039
0.0147
0.0130
0.0259
0.0036
0.0674
0.0128
0.0298
0.0015
0.0001
0.0305
0.0270
0.0030
0.0437
0.0161
0.0109
0.0314
0.0331
0.0194
0.0418
0.0298
0.0255
0.0772
0.0409
0.0201
0.0256
0.0204
0.1499
0.0319
Houston
0.0554
0.2866
0.0165
0.0065
0.0095
0.0615
0.2895
0.0260
0.1026
0.0207
0.0293
0.0034
0.0337
0.0458
0.0341
0.0469
0.0043
0.0049
0.0758
0.0022
0.1206
0.0150
0.1576
0.0198
0.0635
0.1168
0.0459
0.0984
0.2259
0.1462
0.0205
0.0555
0.0801
0.3558
0.1345
Charlotte
0.0101
0.1698
0.0213
0.0147
0.0205
0.0784
0.2425
0.0639
0.0803
0.0052
0.0479
0.0159
0.0164
0.0111
0.0464
0.0547
0.0360
0.0341
0.0755
0.0374
0.1105
0.0360
0.1407
0.0026
0.0285
0.0592
0.0111
0.0547
0.1645
0.0944
0.0082
0.0187
0.0416
0.2859
0.0908
New York
0.0412
0.2257
0.0022
0.0015
0.0004
0.0251
0.2019
0.0090
0.0543
0.0117
0.0068
0.0183
0.0139
0.0284
0.0088
0.0158
0.0030
0.0020
0.0340
0.0072
0.0659
0.0013
0.0940
0.0142
0.0344
0.0753
0.0284
0.0575
0.1539
0.0920
0.0091
0.0323
0.0446
0.2602
0.0812
Minimum
Value
0.0101
0.1618
0.0022
0.0015
0.0004
0.0026
0.1039
0.0090
0.0130
0.0052
0.0036
0.0034
0.0128
0.0111
0.0015
0.0001
0.0030
0.0020
0.0030
0.0022
0.0161
0.0013
0.0314
0.0026
0.0194
0.0418
0.0111
0.0255
0.0772
0.0409
0.0082
0.0187
0.0204
0.1499
0.0319
Matching
Prototype City
CHARLOTTE
CHICAGO
NEW YORK
NEW YORK
NEW YORK
CHICAGO
CHICAGO
NEW YORK
CHICAGO
CHARLOTTE
CHICAGO
HOUSTON
CHICAGO
CHARLOTTE
CHICAGO
CHICAGO
NEW YORK
NEW YORK
CHICAGO
HOUSTON
CHICAGO
NEW YORK
CHICAGO
CHARLOTTE
CHICAGO
CHICAGO
CHARLOTTE
CHICAGO
CHICAGO
CHICAGO
CHARLOTTE
CHARLOTTE
CHICAGO
CHICAGO
CHICAGO
app3br.doc
3B-13
-------
Federal Aid
Urbanized Area
WAUSAU
CHARLESTON
HUNTINGTON-ASHLAND
PARKERSBURG
WHEELING
CASPER
CHEYENNE
State Location
Pri-
mary
Wl
wv
wv
wv
wv
WY
WY
Other
KY, OH
OH
OH
Total VMT
1,348
4,638
3,702
1,116
2,073
903
1,122
"Distance" to Prototype City
Chicago
0.0104
0.0153
0.0000
0.1499
0.0065
0.0462
0.0137
Houston
0.0155
0.0149
0.0465
0.3649
0.0199
0.1869
0.1142
Charlotte
0.0364
0.0453
0.0530
0.3115
0.0350
0.1587
0.1102
New York
0.0014
0.0029
0.0155
0.2651
0.0025
0.1175
0.0610
Minimum
Value
0.0014
0.0029
0.0000
0.1499
0.0025
0.0462
0.0137
Matching
Prototype City
NEW YORK
NEW YORK
CHICAGO
CHICAGO
NEW YORK
CHICAGO
CHICAGO
app3br.doc
3B-14
------- |