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4
ESTIMATION OF MOBILE
SOURCE FUEL CONSUMPTION AND
AREA VMT
INTRODUCTION
This section presents the methodology for the estimation of mobile source fuel consumption and
vehicle miles traveled (VMT) from tax revenue and other data sources. VMT estimates are
usually based upon data compiled for transportation network planning purposes. This section
presents an alternate methodology to independently estimate VMT and compare this estimate to
others calculated by traditional methods. The methodology calculates VMT from estimates of
area fuel consumption, fleet fuel economy and refueling loss rates. It is suggested that if the two
VMT estimates differ substantially, further investigation may be warranted. This section begins
with a literature review of relevant studies, then provides details of the methodology to estimate
VMT. Example calculations are then provided for Sacramento County, CA and for Maricopa
County, AZ.
LITERATURE REVIEW
This literature review summarizes previous work or related studies on how to estimate mobile
source fuel consumption in a nonattainment area. Each of these documents discusses issues that
should be considered in calculations of VMT from fuel consumption estimates. The following
documents are reviewed in this section.
A Determination of Motor Vehicle Activity Factors for Atlanta, Georgia through Fuel
Consumption Analysis (Hayes, 1993).
The Mobile4 Fuel Consumption Model (EPA, 1991).
Procedures for Emission Inventory Preparation - Volume IV: Mobile Sources (EPA, 1992).
User's Guide to MOBILES (Mobile Source Emission Factor Model) (EPA, 1994).
Emission Inventory Procedural Manual - Volume III: Methods for Assessing Area Source
Emissions (ARE, 1995).
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In addition to the document review, several contacts with state agencies have provided useful
information regarding estimates of fuel sales or consumption. Two that were of particular
importance are also summarized below.
A Determination of Motor Vehicle Activity Factors for Atlanta, Georgia through Fuel
Consumption Analysis (Hayes, 1993).
Adam Hayes completed this master's thesis under the direction of Professor Michael O.
Rodgers at the Georgia Institute of Technology. Hayes' objective was to develop alternate
means to calculate VMT in Atlanta, Georgia. He discussed traditional VMT estimation
methods and two alternative methods based on estimates of fuel consumption and fuel
economy. Hayes also discussed the limitations of the various approaches.
Traditional VMT estimation methods utilize traffic count data, random sampling, historical
data, and statistical extrapolation. Transportation modelers developed these methods in order
to evaluate the performance of the transportation network rather than to provide an accurate
estimate of vehicle emissions. Hayes identified a number of biases (listed below) that may
associated with these traditional techniques.
The Department of Transportation and travel demand modelers use road classifications in
order to extrapolate traffic flows. Road sections may need to be re-classified more
frequently than current practices allow (e.g. urban vs. rural), especially during periods of
rapid growth.
Traffic count data are incomplete because (1) many roadways are sampled only once in
several years, and (2) sample locations are often sited to target traffic flow problems of
local concern.
Traffic counts usually last only 24-48 hours. At this time scale, many short-term factors
may confound results (e.g., weather, traffic accidents, traffic congestion).
Seasonal variations in traffic flow at the sample site must be accounted for properly.
Many data collection efforts are costly, therefore, outdated information is frequently used.
For example, origin-destination roadside questionnaires provide extremely valuable data,
but are expensive to administer. The Census Bureau's Journey to Work data are often
used, however, these are only updated every 10 years.
Analysts adjust transportation demand models until the model results match traffic count
data. Some analysts use arbitrary adjustment techniques that do not provide an accurate
representation of VMT, particularly if VMT counts are not the analysts' primary focus.
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Transportation demand models require large quantities of descriptive data regarding the
transportation network. Human coding errors sometimes occur as a result.
In order to circumvent these biases, Mr. Hayes proposed two alternative methods to estimate
fuel consumption and calculate VMT. The first method utilized fuel shipment records, and the
second method applied fuel tax revenue data.
Data representing the total fuel shipped to Atlanta, Georgia in 1986 were gathered from two
pipeline companies. These data were treated as an upper limit estimate of fuel consumed on-road
in Atlanta. Error may be introduced in this estimate if significant amounts of fuel were (a)
transported overland for use in other communities following dispersal from the pipelines, (b)
transported from other communities for use in Atlanta, (c) used for off-road purposes, or (d) lost
due to volatilization. Fuel shipments to Atlanta are limited to two pipeline carriers, thus data
acquisition is relatively simple. Mr. Hayes points out that this method is difficult to apply to
other U.S. cities because numerous overland or waterway shipment routes are difficult to track
and quantify. Furthermore, recent data are very difficult to obtain because shippers lack
incentive to share information.
A second estimate of fuel consumption was based upon fuel tax revenue information. Tax
revenue figures are available only at the state level. Mr. Hayes disaggregated the state tax
revenue figure according to the proportion of VMT that occurred in Atlanta during 1986
(estimated by the Georgia Department of Transportation).
Mr. Hayes then calculated VMT from these estimates of fuel consumption. He demonstrated
sensitivity to fleet fuel economy, off-road fuel use, and out-of-area fuel use. Assuming 1986
fleet fuel economy between 14 and 16.7 mpg and more than 75 percent on-road fuel use in the
area, Mr. Hayes' estimates of VMT differed from those made by the Georgia DOT and HPMS by
less than 30 percent.
Procedures for Emission Inventory Preparation - Volume IV: Mobile Sources (EPA, 1992),
and the User's Guide to MOBILES (Mobile Source Emission Factor Model) (EPA, 1994).
These two documents are complementary and are discussed here jointly. They describe current
EPA procedures for completing the mobile source emissions inventory and provide a context for
the calculation of VMT. A detailed method to estimate VMT from fleet characteristics is fully
described. Additionally, methods to quantify resting losses and emissions from non-road sources
are described. These documents provide helpful guidance for segregating on-highway fuel
consumption from total fuel consumption.
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The Mobile4 Fuel Consumption Model (EPA, 1991).
The purpose of the MOBILE4 Fuel Consumption Model (M4FC) is to calculate fuel
consumption using fleet VMT and fleet fuel economy. Note that this is the reverse of the
methodology presented in this document (i.e., calculating VMT from fuel economy and fuel
consumption). The M4FC guide demonstrates that these calculations are sensitive to fuel
economy, fleet distribution, and mileage accumulation rates.
Emission Inventory Procedural Manual - Volume III: Methods for Assessing Area Source
Emissions (ARE, 1995).
This document presents the California ARB's methods for calculating vaporization losses
associated with refueling stations. Emission factors as a function of fuel sales are given for
underground storage tank working and breathing losses, and for refueling losses due to vapor
displacement and spillage. These types of losses should be considered during calculations of on-
highway fuel consumption.
CALIFORNIA DEPARTMENT OF TRANSPORTATION, ECONOMICS ANALYSIS UNIT
The Economics Analysis Unit of the California Department of Transportation (CalTrans) has
performed a regression analysis to verify correlations of several factors with historical state fuel
consumption. These factors include the total number of driver's licenses, total number of
registered vehicles, total sales, service station sales, and sales of eating and drinking
establishments. The relationship of retail sales to fuel consumption is not intuitive. However,
the rationale was that sales are inflated when a heavy tourist population exists, and so too, fuel
consumption must increase.
In order to calculate fuel consumption in California localities, CalTrans extrapolates the above
regression to the county level. The statewide fuel consumption figure, which is known, is
disaggregated according to each county's proportion of the above factors.
CALIFORNIA BOARD OF EQUALIZATION, FUEL TAXES DIVISION
The Fuel Taxes Division of the California Board of Equalization also estimates fuel consumption
at the county level. The statewide fuel consumption figure is disaggregated according to the
proportion of service station taxable sales in each county. Agency employees estimate that 80 to
95 percent of service station sales are attributable to fuel.
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METHODOLOGY FOR ESTIMATING VMT
Emissions associated with on-road motor vehicle use are an important element of any emission
inventory. The USEPA provides a mobile source emission factor model (MOBILE) that
estimates vehicle emission factors. These emission factors are combined with locale-specific
estimates of vehicle miles traveled (VMT) to estimate mobile source emissions. VMT
estimates are available from state departments of transportation (DOT) or county planning
agencies, such as metropolitan transportation planning organizations (MPO). While readily
available at the resolution needed for air quality planning purposes (e.g., county or even sub-
county levels), these VMT estimates are usually compiled for transportation network planning
purposes, not for air quality planning. The adequacy of these estimates for air quality
planning purposes can vary depending upon the area and the VMT estimation methods used.
This subsection presents a method to independently derive VMT for comparison with
transportation planners' estimates of VMT. Specifically, this section presents a means to
estimate VMT from fuel consumption and fleet fuel economy. Locale-specific or national
average data may be used, depending upon availability. If the results of this fuels-based
method differ substantially from transportation planners' estimates, further investigation may
be warranted.
In order to allow a valid comparison of results, the fuels-based method must be based upon
data that are independent of transportation planners' estimates of VMT. Tax revenue data and
demographic statistics are used to disaggregate statewide figures of on-road fuel consumption
provided by the Federal Highway Administration (FHWA). On-road fuel consumption is also
corrected for refueling losses. Locally determined fleet fuel economy is suggested for use,
although national average fuel economy may be used if no other data are available.
OVERVIEW OF CALCULATION PROCEDURES
The basis of this methodology is a five-step procedure to estimate VMT. Before proceeding, the
following data must be obtained:
Statewide gasoline and special fuels consumption data which are published annually in
Highway Statistics by the Federal Highway Administration.
Information regarding the extent of Stage I and Stage II refueling control measures in the
area of interest; these are available from state agencies or the EPA.
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Registration distributions and mileage accumulation rates should be used to determine
local fuel economy if possible; otherwise, national averages contained in the MOBILE
model can be used.
Economic and population statistics which are maintained by state and federal agencies for
the U.S., state, and counties of interest (see List of Contacts, Appendix A).
The five steps in the methodology, described in detail below, are as follows:
Step 1: Adjust statewide gasoline and special fuels distributions to account for off-road use.
Step 2: Geographically disaggregate fuel distribution from Step 1 and assign fuel volumes to
the counties of interest according to each county's share of economic and population
indicators.
Step 3: Adjust the fuel distributions obtained in Step 2 for refueling losses. The result
represents the counties' on-road fuel consumption.
Step 4: Calculate diesel- and gasoline-powered fleet fuel economies. This is achieved by
weighting on-road fuel economies according to vehicle stock (numbers of vehicles) and
mileage accumulation rates. If possible, local data should be used. However, a method to
use national averages extracted from MOBILE 5 is described for cases where no other data
are available.
Step 5: Multiply on-road fuel consumption by fleet fuel economies to calculate VMT.
DESCRIPTION OF CALCULATION PROCEDURES
Step 1: Estimate On-Road Fuel Consumption
On-road gasoline consumed in a state (Gstate) includes all gasoline and gasohol used on state
roads, taxed and untaxed. Gstate can be calculated for-the 50 states and the District of
Columbia from data that are published annually by the Federal Highway Administration
(FHWA) in Highway Statistics. In order to calculate Gstate, total gasoline consumption must
be corrected for refueling facility losses, and for the following non-road uses: agriculture,
aviation, industry, construction, and marine. Table 4-1 shows 1994 data corrected for non-
road use for selected states and the nation as a whole.
The FHWA also tabulates on-road private and commercial use of special fuels (Dstate)
(Table 4-2). Special fuels consist principally of diesel fuel with minor amounts of liquefied
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petroleum gases and other fuels. In this analysis, special fuels are treated as a surrogate for
diesel.
Table 4-1
Gasoline distributed in selected states for 1994 (FHWA, 1994)
State
Arizona
California
Connecticut
New York
United States
Total
Gasoline
(106
gallons)
1935
13162
1403
5543
118531
Non-Highway
Gasoline1
(10* gallons)
35
229
67
111
2955
Highway
Gasoline1
(106 gallons)
1900
12933
1336
5433
115576
Not yet corrected for volatilization and handling losses. In Highway Statistics, FHWA subtracts losses reported by states
due to handling and volatilization. The methods used by states are not uniform, therefore, a different method to calculate
these losses is used later in this analysis. Values in the table do not perfectly match those in the FHWA publication because
FHWA-reported losses were re-distributed on a percent basis to highway and non-highway data.
Table 4-2
On-road special fuels consumption in selected states for 1994 (FHWA, 1994)
State
Arizona
California
Connecticut
New York
UnitedStates
Special Fuels
On-Road Use
(106 gallons)
463.5
2,035.6
186.5
917.0
25,123.6
Special fuels consist principally of diesel fuel with minor amounts of
liquefied petroleum gases and other fuels. In this analysis, special fuels
are treated as a surrogate for diesel.
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Step 2: Disaggregate to Counties
Economic and population statistics can be used to proportionally disaggregate statewide on-road
fuel consumption (Fstate) to counties. (Note that Fstate is used here interchangeably with Dstate or
Gstate.) These statistics include:
service station taxable sales (ss),
number of registered vehicles (rv),
number of valid driver's licenses (dl),
total taxable sales (ts), and
population (pop).
Records of these statistics are maintained by state agencies (see Appendix A for an example list
of agencies including those contacted in this study).
County proportions (p) are calculated for each of the five statistics. For example, the proportion
of statewide service station sales for a county, pss, is calculated as
Pss=SScounty/SSslale (4-1)
The average proportion is calculated as
Pavg = (Pss + Prv + Pdl + Pt* + Ppop )/5 (4-2)
It is expected that the five proportions should be very similar. If the five proportions are
approximately equal, then the average proportion may be used to calculate Fcounty. If any one of
the proportions above differs substantially from pavg, say by more than 10 percent, a simple
regression on historical state/country proportions can be used to determine weighting factors for
the five proportions. In such a case, state and U.S. data for at least 20 time periods should be
used (e.g. 20 years, 20 months, etc.). This approach assumes that state/U.S. correlations reflect
county/state correlations reasonably well. Details of estimating county fuel consumption (diesel
or gasoline) using weighted averages of the five proportions are provided in Appendix D.
T county ~ rstate X Pavg - \^~^)
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Step 3: Adjust for Refueling Emissions
The California ARE and the U.S. EPA have developed spillage and volatilization emission
factors for gasoline dispensing facilities (see Table 4-3). These factors depend on the use of
evaporative control systems, and are expressed in lb/1000 gallons throughput. Loss rates
expressed in gallons lost/gallons throughput are needed to adjust fuel consumption figures for
refueling losses. The liquid density of gasoline is approximately 7.5 Ib/gallon. Division of the
emission factors listed in Table 4-3 by this density yields the required loss rates, as shown in
Table 4-4. Note that although it is theoretically correct to subtract the amount of fuel loss due to
refueling, the quantity of fuel lost is generally a very small fraction of the total fuel
consumption, and this step can be skipped without affecting the resulting calculations. This
point is demonstrated in the example calculations that follow.
Diesel fuel is relatively non-volatile, therefore, its volatilization losses are neglected here. The
refueling spillage rate for diesel is assumed to be equal to that for gasoline.
Table 4-3
Emission factors for gasoline dispensing facilities (lb/1000 gallons throughput).
Source: ARE (1995)
Source of Loss
Without Stage I/Stage II
Control
With Stage I/Stage II
Control
Underground Storage Tanks
Working Losses
Breathing Losses
9.5
1.0*
0.475
0.1*
Refueling:
Vapor Displacement
Spillage
10.0
0.7
0.5
0.7
1.0 if no control or only Stage I control; 0.1 if both Stage I and Stage II controls.
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Table 4-4.
Loss rates for gasoline dispensing Facilities
(gallons lost/1000 gallons throughput).
Source of Loss
Without Stage I/Stage II
Control
With Stage I/Stage II
Control
Underground Storage
Tanks:
Working Losses
Breathing Losses
1.27
0.13*
0.06
0.01*
Refueling:
Vapor Displacement
Spillage
1.33
0.09
0.07
0.09
0.13 if no control or only Stage I control; 0.01 if both Stage I and Stage II controls (derived from Table 3-3).
Step 4: Calculate Fleet Fuel Economy
Fleet fuel economy (mpgf) is averaged across vehicle classes and ages, weighted by mileage
accumulation rate (ma) and vehicle stock (vs). There are eight vehicle classes used in
MOBILESa, defined by EPA (1992) as:
Class Description
LDGV Light duty gasoline-powered vehicles
LDGT1 Light duty gasoline-powered trucks (up to 6000 Ib. GVW)
LDGT2 Light duty gasoline-powered trucks (6001 - 8500 Ib. GVW)
HDGV. Heavy duty gasoline-powered vehicles
LDDV Light duty diesel-powered vehicles
LDDT Light duty diesel-powered trucks
HDDV Heavy duty diesel-powered trucks
MC Motorcycles
In the MOBILES model and the ARE mobile source emissions factor model (EMFAC7F),
estimates of on-road fuel economies are provided for these eight categories (or their
equivalents) according to vehicle model year (EPA, 1994; ARE, 1993). These values are
tabulated in Appendix B.
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If available, local mileage accumulation data and registration distributions can be used to
calculate fleet fuel economy (mpgf) according to the following equation.
Fleet Fuel Economy = mpg =
.
IJ IJ-
f V* 3 (4-4)
1 / ma KVS v *
Where
Vehicle stock (vs) is the total number of vehicles for class i and age 7,
mileage accumulation rate (ma) is the average number of miles per year traveled by a
vehicle for class / and age 7
Separate fuel economies should be calculated for the diesel- and gasoline-powered fleets
(mpgfdandmpgfg).
If local mileage and registration data are unavailable, national average fleet fuel economy may
be used. Equation 4-4 is equivalent to:
vmt
(4-5)
Where
= annual average vehicle miles traveled for cars of class i and age 7.
VMT = annual total vehicle miles traveled for all classes
u represents the fuel economy of a vehicle of class / and age 7
The ratio, vmt/VMT, is defined as the VMT mix in MOBILE. MOBILESa includes national
average VMT mixes as default values based on historical mileage accumulation rates and
national registration distribution data (EPA, 1994). The 1994 predicted VMT mix by class
(vmt/VMT) using MOBILESa default settings is shown in Table 4-5.
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Table 4-5.
1994 VMT Mix by class predicted by MOBILESa.
Fleet
Gasoline
Diesel
Vehicle
Class
LDGV
LDGT1
LDGT2
HDGV
MC
LDDV
LDDT
HDDV
vmtj/VMT
0.636
0.177
0.083
0.031
0.007
0.004
0.002
0.059
vmtj/VMT
Normalized
to gas and
diesel fleets
0.681
0.190
0.090
0.033
0.008
SUM = 1.0
0.062
0.031
0.908
SUM = 1.0
However, for input to Equation 4-5, the travel mix must be further broken down by vehicle
age. The travel fraction (tf) is defined as the average proportion of VMT within a vehicle
class traveled by vehicles of a given age. MOBILESa contains travel fractions estimated from
national average historical data. The necessary travel fractions may be extracted from the
MOBILES source code as described in Appendix E. Using these travel fractions, the VMT
mix shown in Table 4-5 may be further broken down by vehicle age as follows:
vmtj/VMT = tfy x vmt/VMT
(4-6)
The national average VMT mix by age and class is calculated for 1994 in Appendix C. Note
that in Section 3 of this report, example California data showed a VMT mix that differs from
national defaults. It is recommended that local VMT mix data be used whenever possible.
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Step 5: Calculate Area VMT
After the previous calculations are carried out, county-wide annual VMT may be estimated.
Diesel fleet VMT = Dcounty x mpgfd (4-7)
Gasoline fleet VMT = Gcounty X mpgfg (4-8)
^county and Gcounty represent the estimated on-road diesel and gasoline consumption in a county
(from Equation 4-3). The variables mpgfd and mpgfg represent the diesel- and gasoline-
powered fleet ruel economies (from Equations 4-4 or 4-5).
If monthly VMT is desired, yearly VMT may be scaled and distributed throughout the year
according to the monthly distributions of fuel usage reported in the Highway Statistics, and/or
periodic sales patterns reported by state agencies. The Federal Highway Administration
utilizes monthly adjustment factors to seasonally allocate VMT (US Department of
Transportation, 1981).
EXAMPLE APPLICATIONS
In this subsection the methodology described above is applied to Sacramento County,
California and Maricopa County, Arizona using 1994 data to estimate 1994 VMT.
SACRAMENTO COUNTY, CALIFORNIA
Table 4-6 lists data that were obtained from the FHWA report, Highway Statistics-1994, and
from various California state agencies (listed in Appendix A).
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Table 4-6
Sacramento County and California 1994 relevant statistics
Total Gasoline Consumption
Total Special Fuels (i.e. Diesel)
Active Drivers Licenses
Registered Vehicles
Population
Total Taxable Sales
Service Station Taxable Sales
Sacramento
727
779
1.130
10.97
0.5470
California
13.16
2.04
20156
22339
31.95
285.98
16.61
units
billion gallons
billion gallons
thousand
thousand
million
billion $
billion $
Step 1. Adjust fuel consumption for off-road use.
FHWA reports that 0.229 billion gallons of gasoline were used off-road in California in 1994,
and that the state did not account for handling losses. For states that track handling losses, these
losses should be redistributed to on- and off-road FHWA consumption figures on a percent basis
before continuing with this procedure. These losses are inconsistently calculated for the FHWA
report, and an alternate means to account for these losses is included in Step 3. Special fuels
consumption was reported as on-highway use, therefore, no adjustment is necessary. Adjusted
gasoline consumption is simply calculated as total gasoline consumption (13.16 billion gallons)
minus off-road gasoline consumption (0.229 billion gallons), or 12.93 billion gallons.
Step 2. Geographically disaggregate fuel consumption from Step 1.
Calculate county/state proportions (p) for numbers of drivers licenses (dl), numbers of registered
vehicles (rv), population (pop), total taxable sales (ts), and service station taxable sales (ss). Also
calculate the average proportion (pavg) and percent differences from the average (see Table 4-7).
For instance, the county/state proportion for the number of drivers' licenses is calculated as
follows: Pdl = dlcounty/dlstate = 727 / 20156 = 0.0361.
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Table 4-7
Sacramento County/state proportions for various factors
Proportion
Pdi
Prv
PPOP
Pts
Pss
Pavg
Value
0.0361
0.0341
0.0354
0.0384
0.0329
0.0354
% Difference from pavg
+2%
-4%
+0%
+8%
-7%
na
Since the proportions are roughly equal (none differs from the average by more than 10 percent),
pavg may be used to geographically disaggregate fuel consumption.
Disaggregate fuel consumption, and assign volumes to the counties of interest:
Gasoline volume disaggregated for Sacramento = State gasoline volume x pavg
= 12.93 x 0.0354 = 0.458 billion gallons = 458 million gallons
Diesel volume disaggregated for Sacramento = State special fuels volume x pavg
= 2.035 x 0.0354 = 0.072 billion gallons = 72 million gallons
Step 3. Adjust for refueling losses.
Sacramento county has implemented both Stage I and Stage II refueling losses controls. From
Table 4-4, the loss rate for gasoline = 0.06 + 0.01 + 0.07 + 0.09 gallons lost per 1000 gallons
throughput = 0.23 gallons/1000 gallons. The loss rate for diesel is simply due to spillage, 0.09
gallons/1000 gallons. Therefore,
Adjustment for gasoline = -458 million x 0.23/1000 = -105 thousand gallons
Adjustment for diesel = -72 million x 0.09/1000 = -6.5 thousand gallons
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On-road gasoline use in Sacramento County, Gcounty = 458 million -105 thousand
s 458 million gallons
On-road diesel use in Sacramento County, Dcounty - 72 million - 6.5 thousand
s 72 million gallons
These loss rates generally do not significantly affect the results of these calculations. However,
if loss rates are improved and revised in the future, or if there is a substantial future increase in
automobile fuel economies, it is possible that this fraction of total fuel consumption may become
more important.
Step 4. Calculate diesel- and gasoline-powered fleet fuel economies (mpgfd and mpgfs).
Local data could not be obtained, therefore, estimates based on national averages were used.
Values of vmt^/VMT * mpgy (see Equation 4-5) are tabulated in Table 4-10 (at the end of this
section). Summing over vehicle class / and vehicle age j, the following estimates for fleet fuel
economies were calculated.
mpgfd = 7.5 miles/gallon (for the diesel fleet)
mpgfg = 20.7 miles/gallon (for the gasoline fleet)
The low fuel economy for the diesel fleet reflects the large proportion of vehicle miles traveled
by heavy duty diesel vehicles (approximately 91% from Table 4-5).
Step 5. Calculate area annual VMT for the diesel- and gasoline-powered fleets.
VMT-gas = 458 million gallons x 20.7 miles/gallon = 9.48 billion miles
VMT-diesel = 72 million gallons x 7.5 miles/gallon = 0.54 billion miles
These calculated values compare well to data obtained from the FHWA's Highway Performance
Monitoring System (HPMS) database, and from BURDEN7F model output:
HPMS BURDEN7F Units
VMT-gas 8.25 8.89 billion miles
VMT-diesel 0.65 0.49 billion miles
However, they compare poorly to the California Department of Transportation total VMT
estimate for Sacramento County, 4.11 billion miles (California Department of Transportation,
1994).
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MARICOPA COUNTY, ARIZONA
Table 4-8 lists data that were obtained from the FHWA report, Highway Statistics-1994, and
from various Arizona state agencies (listed in Appendix A). Service station taxable sales for the
state could not be calculated. Confidentiality restrictions have been placed on this data for
several Arizona counties. However, this figure is at least 0.198 billion dollars, the sum of taxable
service station sales in the unrestricted counties. Judging by the impact the restricted counties
have on the state economy, this figure probably lies between 0.20 and 0.24 billion dollars.
Table 4-8
Maricopa County data obtained for 1994
Total Gasoline Consumption
Total Special Fuels
Consumption (On-Highway)
Active Drivers Licenses
Registered Vehicles
Population
Total Taxable Sales
Service Station Taxable Sales
Maricopa County
1514
1532
2.36
31.9
0.149
Arizona
1.935
0.463
2631
2762
4.08
49.3
0.20-0.24
Units
billion
gallons
billion
gallons
thousand
thousand
million
billion $
billion $
Step 1. Adjust fuel consumption for off-road use.
FHWA reports that 0.035 billion gallons of gasoline were used off-road in Arizona in 1994, and
that the state did not account for handling losses. For states that track handling losses, these
losses should be redistributed to on- and off-road FHWA consumption figures on a percent basis
before continuing with this procedure. These losses are inconsistently calculated for the FHWA
report, and an alternate means to account for these losses is included in step 3. Special fuels
consumption was reported for on-highway use, therefore, no adjustment is necessary.
Adjusted gasoline consumption = 1.935 - 0.035 = 1.90 billion gallons.
Emission Inventory Improvement Program
4-17
-------
ESTIMA TION OF MOBILE SOURCE FUEL CONSUMPTION
AND AREA VMT
06/96
Step 2. Geographically disaggregate fuel consumption.
Calculate county-state proportions (p) for numbers of drivers licenses (dl), numbers of registered
vehicles (rv), population (pop), total taxable sales (ts), and service station taxable sales (ss). Also
calculate the average proportion (pavg) and percent differences from the average. For instance,
the county-state proportion for the number of drivers licenses is calculated as follows: pdl =
dlcount/dlstate = 727 / 20156 - 0.0361. The five proportions and the average proportion are shown
in Table 4-9. Due to uncertainty in pss, it was excluded from the calculation of the average in this
case.
Table 4-9
Maricopa county/state proportions for various factors
Proportion
Pai
Prv
PPOP
Pts
Pss
Pavg
Value
0.575
0.555
0.578
0.647
0.62 to 0.75
0.617
% Difference from pavg
-7%
-10%
-6%
+5%
+1% to +20%
na
Since the proportions are roughly equal (none differs from the average by more than 10 percent,
with the possible exception of pss) pavg may be used to geographically disaggregate fuel
consumption:
Gasoline volume desaggregated for Maricopa = State gasoline volume x pavg
= 1.90 x 0.617 = 1.17 billion gallons
Diesel volume disaggregated for Maricopa = State special fuels volume x pavg
= 0.463 x 0.617 = 0.286 billion gallons
4-18
Emission Inventory Improvement Program
-------
ESTIMATION OF MOBILE SOURCE FUEL CONSUMPTION
06/96 AND AREA VMT
Step 3. Adjust for refueling losses.
Maricopa county has implemented both Stage I and Stage II refueling losses controls. From
Table 4-4, the loss rate for gasoline = 0.06 + 0.01 + 0.07 + 0.09 gallons lost per 1000 gallons
throughput = 0.23 gallons/1000 gallons. The loss rate for diesel is simply due to spillage, 0.09
gallons/1000 gallons.
Adjustment for gasoline = -1.17 billion x 0.23/1000 = -270 thousand gallons
Adjustment for diesel = -0.286 billion x 0.09/1000 = -26 thousand gallons
On-road gasoline use in Maricopa County, Gcounty =1.17 billion - 270 thousand
= 1.17 billion gallons
On-road diesel use in Maricopa County, Dcounty = 0.286 billion - 26 thousand
= 0.286 billion gallons
Step 4. Calculate diesel- and gasoline-powered fleet fuel economies (mpgfd and ntpgfg).
Local mileage accumulation and registration data could not be obtained, therefore, fleet fuel
economy estimates based on national averages were used. The results are the same as calculated
above for Sacramento county:
mpgfd = 7.5 miles/gallon (i.e., 7.5 mpg for all diesel vehicles)
mpgfg = 20.7 miles/gallon (i.e., 20.7 mpg for all light and heavy duty trucks and cars).
Step 5. Calculate area annual VMT for the diesel- and gasoline-powered fleets.
VMT-gas = 1.17 billion gallons x 20.7 miles/gallon = 24.2 billion miles
VMT-diesel = 0.286 billion gallons x 7.5 miles/gallon = 2.15 billion miles
These figures were compared to the 1994 HPMS database, and were more than an order of
magnitude larger. However, this appears to be due to a typographical error in the HPMS
database. This example highlights the value of performing a double-check on VMT estimates.
Other sources of information estimate that total VMT in Maricopa County was approximately
equal to 20 billion miles in 1993. This figure represents VMT by both gas- and diesel-powered
vehicles. The 1994 estimate calculated above is 30 percent greater, while an annual growth rate
of only five to seven percent is expected. This suggests that it may be useful to reevaluate
Maricopa County VMT estimates calculated by more traditional means.
Emission Inventory Improvement Program 4-19
-------
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APPENDIX A
LIST OF CONTACTS IN FEDERAL AND STATE AGENCIES
-------
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-------
All States
Office of Highway Information Management, Federal Highway Administration, Washington,
D.C.
California
For taxable sales:
(Robert Rossi) Statistics Section, Agency Planning and Research Division, State Board of
Equalization, 450 N. Street, Sacramento, California 95814.
For statewide fuel sales, drivers' license, vehicle registration, and population:
Travel and Related Factors in California, published annually by the Transportation System
Information Program, California Department of Transportation, Sacramento, California.
Arizona
For taxable sales:
(Karen Walker) Econometrics, Arizona Department of Revenue, 1600 W. Monroe, Phoenix,
Arizona 85007.
For drivers' license, vehicle registrations:
(Marv Dobson) Motor Vehicle Division, Arizona Department of Transportation, 1801 West
Jefferson Street, Phoenix, Arizona.
For population:
Arizona Department of Economic Security, Phoenix, Arizona.
New York
For taxable sales:
(Steven Zych) Revenue Analysis and Data Bureau, Office of Tax Policy Analysis, Department of
Taxation and Finance, W.A. Harriman Campus, Albany, New York 12227.
For drivers' license, vehicle registrations:
(Brian Ginett) Department of Motor Vehicles, Albany, New York 12228.
Emission Inventory Improvement Program A-1
-------
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-------
APPENDIX B
ESTIMATED VEHICLE FUEL ECONOMIES BY
VEHICLE CLASS AND MODEL YEAR
-------
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-------
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APPENDIX C
ESTIMATED NATIONAL AVERAGE VMT MIX FOR 1994
-------
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APPENDIX D
MULTIVARIATE LINEAR REGRESSION PROCEDURE
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INTRODUCTION
This appendix describes how to use standard statistical regression analysis to determine weighting
factors for calculating county fuel consumption from related variables as discussed in Section 4. We
also describe here how to test whether particular variables are useful for predicting a dependent
variable. The following state and U.S. variables that are correlated with fuel consumption are used:
On-road fuel consumption
Population
Number of registered vehicles
Number of active drivers licenses
Total taxable sales (dollar amount)
Total service station sales (dollar amount)
These state and national figures should be obtained for 20 time periods (e.g. 20 years, 20 months,
20 quarters, etc.).
Procedure Steps
1. Calculate state/U.S. proportions of the above quantities.
2. Perform a linear least-squares regression analysis using a
spreadsheet or statistical software.
3. Perform a standard error analysis to determine which of
the proportions are useful for predicting state fuel
consumption.
4. Eliminate those proportions that are not useful.
5. Repeat Step 2, with useful proportions only.
The linear model to predict county fuel consumption (Fcounty) is
FCOunt)/Fstate = « XP« + * *P« + C *Ppop + d*Prv + 6 *Pdl D- 1
In Equation Dl, Fcounty/Fstate is termed the dependent variable, the five proportions are the independent
variables, and a though e are regression coefficients. For equation Dl, it is assumed that the y-
intercept is equal to 0, although this is not absolutely necessary. If prediction of Fcounty/Fstate is
improved by allowing a non-zero y-intercept, then equation Dl should be written as follows, where
f represents the y-intercept.
Fcounty/Fstate = a *pss + b*Pts + c*Pp0f + d*pn + e*pdl +f D-2
Ideally, a regression analysis would be performed using Equation Dl or D2 as the linear model.
However, fuel consumption statistics are only known at the statewide and nationwide levels.
Emission Inventory Improvement Program D-1
-------
Therefore, historical state and U.S. data must be used to estimate the regression coefficients.
Equation D3 is the linear model that will be used for this approach, where the proportions are
calculated on a state/U.S. basis, rather than a county/state basis.
b xpts + c xppop + dxprv + e *pdl +/ D-3
This approach assumes that state/U.S. fuel consumption patterns accurately reflect county/state
patterns. Historical data for at least 20 time periods should be used to calculate the proportions in
order to obtain a statistically robust sample size.
PROCEDURE
Step 1. Calculate state/U.S. proportions for population (pop), number of registered vehicles (rv),
number of active drivers licenses (dl), total taxable sales (ts), total service station sales (ss), and on-
road fuel consumption (F) for 20 time periods. For example, the state/U.S. proportion of service
station sales, pss , would be calculated as
Pa = -*W/S.SU5. D-4
Similarly, calculate ppop , pw , pdl, pls , and Fstate/F,j s
Step 2. Perform a linear least-squares regression analysis on the values obtained in Step 1. A
spreadsheet computer program (such as Quattro Pro, Excel, or another) or a simple statistical
program (such as Minitab or StatMost) is needed. Fstate/Fus. should be treated as the dependent
variable, and the other proportions should be treated as five independent variables. Output will
include the regression coefficients (a though e) and their standard errors (SEa though SEe), the y-
intercept (f) and its standard error (SEf), and a correlation coefficient (R-squared).
Step 3. Perform a standard error analysis to determine which of the five proportions are useful for
predicting state fuel consumption. This analysis is based on the Student's t-Distribution. See
Woolon (1987), Mendenhall et. al. (1986), or another statistics text for a complete discussion of the
t-Distribution. A statistical level of significance (a) must be selected as a decision criteria, which
defines the probability that this analysis will be in error. Frequently used levels of significance are
0.01,0.05, or 0.10.
t-Statistics are then calculated for the intercept, f, and the correlation coefficients a though e. For
example, the t-statistic for coefficient b is calculated as
t-statistic,, = b/Seb D-5
D-2 Emission Inventory Improvement Program
-------
Each value of the t-statistic corresponds to a probability (p-value), tabulated in tables of the student's
t-distribution (available in most statistics texts). If the p-value for a coefficient is greater than a, its
corresponding proportion is considered to be not useful for predicting fuel consumption, and it may
be eliminated from the linear model. If the p-value for the intercept is greater than a, the regression
may be forced through zero (f = 0).
Step 4. Eliminate the proportions that are not useful, and repeat Step 2 with useful proportions only.
Emission Inventory Improvement Program D-3
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APPENDIX E
TECHNIQUE TO EXTRACT NATIONAL AVERAGE TRAVEL
FRACTIONS AND FUEL ECONOMICS
FROM THE MOBILESa SOURCE CODE
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In order to estimate VMT, travel fractions must be defined by vehicle type and age. National
average values may be extracted from the source code of MOBILES, the EPA-approved model for
calculating emission factors. The following information is provided because the methods to extract
these data are not readily apparent in the MOBILE documentation.
Travel fractions may be obtained by generating a certain output file. This file is generated by setting
the OUTFMT flag (*) to 5 and including the shown set of flags int he "One-Time Data" section of
the MOBILES input file (**). The One-Time Data" record flags shown below reference the various
motor vehicle categories included in the MOBILE model. For more detailed information regarding
user inputs, the user's guide to MOBILE should be consulted (USEPA, 1994). The following
example input file:
**
1 PROMPT - No prompting.
Project ID: User-Defined Text
1 TAMFLG - Use MOBILES default tampering rates.
1 SPDFLG - User supplies one value of average speed for all vehicle
types.
1 VMFLAG - Use MOBILES VMT mix.
1 MYMRFG - Use default mileage accumulation rates and registration
data.
1 NEWFLG - MOBILES basic exhaust emissions rates are used.
1 IMFLAG - No I/M program.
1 ALHFLG - Do not apply additional correction factors.
1 ATPFLG - No ATP program.
1 RLFFLAG - Use uncontrolled refueling emission rates.
2 LOCFLG - LAP record will appear once, in one-time data section.
1 TEMFLG - Min/Max temperatures will be used.
5 OUTFMT - By model year, 112-column descriptive format.
4 PRTFLG - Print exhaust HC, CO, and NOX results.
1 IDLFLG - No idle emission factors calculated.
3 NMHFLG - Calculate emissions for volatile organic hydrocarbons.
3 HCFLAG - Print sum and component emissions.
User-Defined. C 72. 92. 11.5 08.7 92 1 1 2 Local Area Parameter record
22222222 1 By-Model Year Vector
1 95 19.6 75.0 20.6 27.3 20.6 01 Scenario description record
The output file produced by running MOBILES with the above inputs would provide the travel
fractions by model type and age.
Emission Inventory Improvement Program
E-1
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VOLUME IV: CHAPTERS
USE OF LOCALITY-SPECIFIC
TRANSPORTATION DATA FOR THE
DEVELOPMENT OF MOBILE SOURCE
EMISSION INVENTORIES
September 1996
Prepared by:
Cambridge Systematics, Inc.
Eastern Research Group, Inc.
Prepared for:
Mobile Sources Committee
Emission Inventory Improvement Program
-------
DISCLAIMER
This document was furnished to the Emission Inventory Improvement Program and the
U.S. Environmental Protection Agency by Cambridge Systematics, Inc., Oakland,
California, and Eastern Research Group, Inc., Morrisville, North Carolina. This report
is intended to be a final document and has been reviewed and approved for publication.
The opinions, findings, and conclusions expressed represent a consensus of the members
of the Mobile Sources Committee of the Emission Inventory Improvement Program.
Any mention of company or product names does not constitute an endorsement by the
U.S. Environmental Protection Agency.
-------
ACKNOWLEDGEMENT
This document was prepared by Cambridge Systematics, Inc., and Eastern Research
Group, Inc., for the Mobile Sources Committee, Emission Inventory Improvement
Program, and for Greg Janssen of the Office of Mobile Sources, U.S. Environmental
Protection Agency. Members of the Mobile Sources Committee contributing to the
preparation of this document are:
Rob Altenburg, Co-chair, Pennsylvania Department of Environmental Protection Agency
Greg Janssen, Co-chair, Office of Mobile Sources, U.S. Environmental Protection Agency
Kwame Agyei, Puget Sound Air Pollution Control
Lynne Hamlin, Texas Natural Resource Conservation Commission
Mark Janssen, Lake Michigan Air Directors Consortium
Tom Kearney, New York Department of Transportation
David Lax, American Petroleum Institute
Wienke Tax, Region 9, U.S. Environmental Protection Agency
EIIP Volume III 111
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INTRODUCTION AND SUMMARY 09/96
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iv Methodology Development For Gathering Mobile Source Locality Specific Data
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CONTENTS
Section Page
1.0 Introduction 1-1
2.0 Developing Locality-Specific Inputs from Highway Performance
Monitoring System Data 2-1
3.0 Developing Locality-Specific Inputs from Travel Demand Models 3-1
3.1 VMT Reconciliation with HPMS 3-1
3.2 Vehicle Miles of Travel and Trip Distribution 3-7
3.3 Speed Estimation Methods 3-10
3.4 Percent Non-FTP Driving 3-31
3.5 Cold Start/Hot Start/Hot Stabilized Weighting Factors 3-40
3.6 Trip Duration 3-44
4.0 Use of Local Data for VMT Projections 4-1
4.1 Current VMT Forecasting Practice 4-1
4.2 VMT Forecasting for Areas without Travel Demand Models 4-4
4.3 VMT Forecasting for Areas with Travel Demand Models 4-11
4.4 Overview of Density-VMT Relationships 4-24
4.5 Recommendations 4-27
5.0 References 5-1
Methodology Development For Gathering Mobile Source Locality Specific Data
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LIST OF TABLES
Table Page
2-1 Summary of EPA Guidance Mapping 2-2
2-2 Data from Census Truck Inventory and Use Table 2A 2-7
2-3 Data from Census Truck Inventory and Use Table 13 2-8
2-4 Summary of EPA and Updated EPA Guidance Mapping 2-10
2-5 Mapping by Functional Class and Vehicle Type for Colorado and
Washington 2-12
2-6 Summary of Colorado Urban Area VMT by Vehicle Type 2-17
2-7 Summary of Washington Urban Area VMT by Vehicle Type 2-18
3-1 Example of Consistent HPMS Dataset and TDM Highway Network
Coding Facility Type 3-5
4-1 4 Tire Commercial Vehicle VMT as a Percentage of Total VMT 4-17
4-2 6 Tire, Single Unit Commercial Vehicle VMT as a Percentage of
Total VMT 4-18
4-3 6 Tire Combination Commercial Vehicle VMT as a Percentage of
Total VMT 4-19
4-4 Passenger Vehicle VMT as a Percentage of Total VMT 4-20
VI Methodology Development For Gathering Mobile Source Locality Specific Data
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1
INTRODUCTION
The Clean Air Act Amendments (CAAA) of 1990 require that state and local agencies
develop better, complete, and accurate emission inventories as an integral part of their
air quality management and transportation planning responsibilities. Based on the
EPA's 1990 Base Year Inventory development experience, it is essential to develop
better methods for helping responsible state and local agencies accomplish this task in a
timely and economical manner. Although the results of current emission inventories are
used at the national and regional level, the inventories themselves are developed and
compiled locally by State Departments of Transportation (State DOTs), State Air
Pollution Control Districts (State APCDs), Metropolitan Planning Organizations
(MPOs), and Regional Air Quality Councils (RAQCs).
Deficiencies and inconsistencies of the current emission inventory development process
accentuate the need for developing and implementing more systematic and
comprehensive methods for the collection, interpretation, and reporting of data.
Current flexibility in selecting methods, while allowing state and local agencies to
generate emission inventories using locally available and acceptable analytical
techniques, typically results in the development of datasets of unknown quality and
varying degrees of completeness. Equally important, an examination of existing mobile
source emission inventory practices demonstrates that states and local agencies are not
taking advantage of the full range of potential locality-specific data sources. A variety
of sources of local data can be used to both improve and confirm the accuracy of
various travel-related parameters, and thereby reducing the reliance that needs to be
placed on national default assumptions. In summary, state and local decision makers
too often are currently dependent on using inconsistent and incomplete analytical tools
in order to meet their particular transportation, congestion management, air quality, and
capital improvement needs.
The U.S. EPA, in conjunction with State and Territorial Air Pollution Control Officials
(STAPPA/ALAPCO), has launched the Emission Inventory Improvement Program
(EIIP) in order to address the deficiencies in the current emission inventory compilation
process and to meet the requirements set forth in the CAAA. Working groups of state,
local, EPA, and industry representatives are currently addressing various requirements
of this emission inventory process and developing standard procedures to meet data
needs. This effort is resulting in the production of a series of documents describing all
phases of the emission inventory data collection and reporting process.
Methodology Development For Gathering Mobile Source Locality Specific Data 1-1
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INTRODUCTION AND SUMMARY 09/96
The purpose of this particular report is to provide guidance for state and local agencies
for use in developing motor vehicle emission inventories using Highway Performance
Monitoring System (HPMS) datasets and Travel Demand Model (TDM) outputs.
Guidance is provided for the following topics:
Section 2.0: Developing Locality-Specific Inputs from HPMS Data. This
section describes enhanced guidance to convert HPMS vehicle miles of
travel (VMT) data to the vehicle classes contained in the EPA
MOBILE5A emission factor model.
Section 3.0: Developing Locality-Specific Inputs from TDMs. This section
presents guidance and improved procedures designed to improve the
outputs generated from the TDM process for subsequent input in the
compilation of emission inventories.
Section 4.0: Use of Local Data for VMT Projections. This section presents
guidance for identifying non-TDM and TDM procedures designed to more
accurately predict future VMT of passenger and commercial vehicles.
Basic guidance for many of the elements contained within each of the topic areas above
has already been developed by EPA. In these cases, the guidance was evaluated and
refined in order to reflect the best use of HPMS datasets and TDM outputs. The
updated guidance and refined analytical methods outlined herein accomplish the
following objectives:
Provide guidance on recommended current practices for obtaining locality-
specific data outputs from the TDM process;
Identify the documentation sources for available methods and provide new
documentation for refined methods;
Prepare documentation for the refined methods that is suitable for
education and training of emission inventory preparers; and
Provide example applications of selected recommended methods for
training and illustrative purposes.
The refined methods and guidance documented in this report are not intended to
suggest that other data sources, analytical methods, and procedures cannot be used to
compile mobile source emission inventories. The material contained herein is, however,
intended to provide state and local emission inventory preparers with updated guidance
on how to implement state-of-the-practice TDM techniques in order to better and more
1-2 Methodology Development For Gathering Mobile Source Locality Specific Data
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09/96 INTRODUCTION AND SUMMARY
accurately compile emission inventories. Summaries of the sections contained in this
report are provided below.
DEVELOPING LOCALITY-SPECIFIC INPUTS FROM HIGHWAY
PERFORMANCE MONITORING SYSTEM (HPMS) DATA
Section 2.0 of this report presents the updated guidance recommended for mapping
HPMS vehicle miles of travel (VMT) by vehicle class for input into MOBILE5A. The
analytical methods, step-by-step procedures, and example computations for
implementing the updated guidance are described in detail in this section. This task was
implemented in order to revise the EPA Guidance for the following vehicle types:
Vehicle Type 3 - Other 2-Axle, 4-Tire Vehicles by fuel type;
Vehicle Type 5 - Single Unit Trucks 2-Axles, 6-Tire Vehicles by fuel type;
Vehicle Type 6 - Single Unit Trucks 3-Axles by fuel type; and
Vehicle Type 7 - Single Unit Trucks 4 or More Axles by fuel type.
The analytical procedures were developed for application using the urban roadway
segment file contained in the HPMS dataset (i.e., rural roadway segment file is not
included in the analysis). An example calculation is also included in this section, which
implements and tests the EPA Guidance and the revised EPA Guidance for the urban
area segments of the Colorado and Washington statewide HPMS datasets. Sources for
updating the EPA Guidance included the Census Truck Inventory and Use Survey
(TIUS) dataset.
DEVELOPING LOCALITY-SPECIFIC INPUTS FROM TRAVEL DEMAND
MODELS (TDMs)
Section 3.0 of this report presents state-of-the-practice methods, step-by-step procedures,
and selected example calculations for developing locality-specific on-road motor vehicle
emission inventory inputs based on data generated as part of an urban area's
transportation demand modeling and forecasting process. Methods are described for the
following parameters:
VMT reconciliation with HPMS;
VMT and trip distribution;
Methodology Development For Gathering Mobile Source Locality Specific Data 1-3
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INTRODUCTION AND SUMMARY 09/96
Speed estimation methods;
Percent non-FTP driving;
Hot/cold/hot stabilized weighting factors; and
Trip duration.
Outlines of the applicable methods and procedures of the state-of-the-practice for each
parameter are presented in this section. The modeling and forecasting process referred
to above considers the use of travel demand models (TDMs) supplemented by enhanced
TDM modules, post-TDM processors, and observed travel survey data. Recommended
methods for guidance, or in some cases instructions for application, are provided for
each parameter. The application instructions provide detailed information about how to
implement the prescribed techniques. The number of applicable methods and
instructions presented for each parameter vary depending on the level of existing
research and information available in the state-of-the-practice.
The methods recommended for implementation by local and state agencies in
Section 3.0 consider a wide variety of TDM applications. Depending on the specific
parameter, these applications may include revising TDM highway network coding
schemes, implementing analytical procedures now available with recent versions of TDM
software (e.g., MINUTP), introducing household travel survey data in new ways to refine
TDM outputs, and using available and developing new post-TDM processors.
USE OF LOCAL DATA FOR VMT PROJECTIONS
Section 4.0 presents guidance for gathering and using local data to develop forecasts of
vehicle miles of travel (VMT) for use in emissions modeling. Traditionally, states and
local agencies have used the following methods to forecast future VMT:
Socioeconomic Forecasts and Economic Growth Factors;
Traffic Growth Trends; and
Travel Demand Models (TDMs).
This section contains summaries of the state-of-the-practice analytical models, datasets,
and procedures available to generate locality-specific future VMT forecasts for
metropolitan areas and states with and without TDMs. It is recommended that those
areas without TDMs should rely upon socioeconomic and traffic trend growth factor
forecasting methods while those areas with TDMs should focus on using TDMs to
generate future forecasts.
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05/36 INTRODUCTION AND SUMMARY
Several non-TDM analytical procedures are available for state and local agencies to
develop base year and future forecasts of VMT. These techniques tend to focus on
developing VMT forecasts by using socioeconomic growth factors, traffic trends, and
economic trends. In some cases, combinations of these techniques can be used to
generate VMT forecasts having a higher level of confidence than a forecast that is based
on a single technique or indicator.
Various TDM analytical procedures are available for state and local agencies to develop
base and future year forecasts of VMT. The majority of these techniques focus on
predicting future forecasts of passenger or automobile VMT. Historically, state and
local agencies have forecasted future commercial or truck VMT using commercial
vehicle factors that are generated from observed vehicle classification data that are
applied to TDM generated outputs for passenger vehicles. Because emissions generated
by truck and passenger vehicles are very different, the methods presented in this section
consider techniques designed to disaggregate total estimated VMT by passenger and
commercial vehicles. The methods also consider techniques to reconcile the potential
differences between TDM VMT outputs with those contained in the HPMS dataset.
Methodology Development For Gathering Mobile Source Locality Specific Data 1-5
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INTRODUCTION AND SUMMARY 09/96
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1-6 Methodology Development For Gathering Mobile Source Locality Specific Data
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DEVELOPING LOCALITY-SPECIFIC
INPUTS FROM HIGHWAY
PERFORMANCE MONITORING
SYSTEM DATA
This section presents methods and example calculations for mapping Highway
Performance Monitoring System (HPMS) vehicle miles of travel (VMT) by vehicle class
for input into MOBILE5A. The recommended method includes procedures to revise
the EPA Guidance for the following vehicle types:
Vehicle Type 3 - Other 2-Axle, 4-Tire Vehicles by fuel type;
Vehicle Type 5 - Single Unit Trucks 2-Axles, 6-Tire Vehicles by fuel type;
Vehicle Type 6 - Single Unit Trucks 3-Axles by fuel type; and
Vehicle Type 7 - Single Unit Trucks 4 or More Axles by fuel type.
These procedures were developed for application on the urban roadway segment file
contained in the HPMS datasets. The example calculation implements and tests both
the EPA Guidance and the revised EPA Guidance for the urban area segments of the
Colorado and Washington statewide HPMS datasets. The specific methods and example
calculations are presented below.
METHODS
This section presents two approaches for mapping Highway Performance Monitoring
System (HPMS) vehicle miles of travel (VMT) by vehicle class for input into
MOBILE5A. The first method uses the EPA Guidance mapping developed by the
Office of Mobile Sources and the second involves updating the EPA Guidance mapping
using Census Truck Inventory and Use Survey (TIUS) data. This section describes the
application of each method.
Methodology Development For Gathering Mobile Source Locality Specific Data 2-1
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DEVELOPING LOCALITY-SPECIFIC INPUTS FROM HPMS DA TA
09/96
Method 1: Use Existing EPA Guidance Mapping
EPA's Office of Mobile Sources (OMS) developed a matching scheme for states to use
to apportion the VMT as reported in the HPMS vehicle class categories to the eight
MOBILE model vehicle class categories. Table 2-1 contains the mapping scheme which
was developed by OMS for state and local agencies to use to translate a locally
developed VMT mix derived from HPMS data into MOBILE vehicle class categories.
Default MOBILE5A VMT fractions and recent American Automobile Manufactures
Association data on diesel/gasoline splits in annual sales of some vehicle classes were
used to determine the apportionment percentages.
TABLE 2-1
SUMMARY OF EPA GUIDANCE MAPPING
HPMS Category
MOBILE5A Category
Motorcycle
MC
Passenger Car
98.64% LDGV
1.36% LDDV
Other 2-Axle, 4-Tire Vehicles
65.71% LDGT1
33.47% LDGT2
0.82% LDDT
Buses
10.28% HDGV
89.72% HDDV
Single Unit Trucks (1)
2-Axle, 6-Tire
3-Axle
87.90% HDGV
12.10% HDDV
50.00% HDGV
50.00% HDDV
2-2
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09/96
DEVELOPING LOCALITY-SPECIFIC INPUTS FROM HPMS DATA
TABLE 2-1
(CONTINUED)
HPMS Category
MOBILE5A Category
4 or More Axle
50.00% HDGV
50.00% HDDV
Single Trailer Trucks
4 or Fewer Axle
5-Axle
6 or More Axle
HDDV
HDDV
HDDV
Multi Trailer Trucks
5 or Fewer Axle
6-Axle
7 or More Axle
HDDV
HDDV
HDDV
Source: Office of Mobile Sources.
Method 2: Use Updated EPA Guidance Mapping
This method is the recommended approach and involves three steps.
Step 1 - Update the EPA Guidance mapping from HPMS vehicle types to
MOBILE5A using the Census Truck Inventory and Use Survey (TIUS)
data source for:
Vehicle Type 3 - Other 2-Axle, 4-Tire Vehicles by fuel type;
Vehicle Type 5 - Single Unit Trucks 2-Axles, 6-Tire Vehicles by
fuel type;
Methodology Development For Gathering Mobile Source Locality Specific Data
2-3
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DEVELOPING LOCALITY-SPECIFIC INPUTS FROM HPMS DA TA 09/96
Vehicle Type 6 - Single Unit Trucks 3-Axles by fuel type; and
Vehicle Type 7 - Single Unit Trucks 4 or More Axles by fuel type.
Vehicle Type 3 percentages should be redefined using engine type and size data
contained in TIUS Table 2a titled "Trucks, Truck Miles, and Average Annual Miles".
Engine type and size data contained in TIUS Table 13 titled "Truck Miles by Truck
Type and Axle Arrangement" should be used to redefine percentages for Vehicle Types
5, 6, and 7. The calculation for gasoline vehicles should include the categories for
gasoline, liquefied gas or other, and not reported vehicles.
For Vehicle Type 3, the percentages should be calculated using engine type and size
data from TIUS Table 2a. To obtain the miles of other 2-axle, 4-tire vehicles, the
"Trucks, excluding pickups, panels, minivans, utilities, and station wagons" values must
be subtracted from the "All trucks" values. The EPA Guidance percentages are used to
distribute remaining gasoline truck percentages into the light duty gasoline trucks
(LDGT) categories LDGT1 and LDGT2.
The following equations represent the computations required to implement this step.
Disel Percentage = (2-1)
(All Trucks Diesel 1992 Trucks Miles) - (Trucks, Excluding Pickups...Dlesel 1992 Trucks Miles) v im
(All Trucks Engine 1992 Trucks Miles) - (Trucks, Excluding Pickups...Engine 1992 Trucks Miles)
Gasoline Percentage = 100 - Diesel Percentage
(2-2)
rf-c 71
LDGTl Percentage = x Diesel Percentage
(2-3)
LDGT2 Percentage = Gasoline Percentage - LDGTl Percentage
(2-4)
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09/96 DEVELOPING LOCALITY-SPECIFIC INPUTS FROM HPMS DA TA
As an example, for Vehicle Type 5 the percentages for 2-axle, 6-tire single unit trucks is
calculated using the engine type and size data from TIUS Table 13.
~. , . 2 - Axle Diesel Miles .. nn
Disel Percentage = : : x 100
Total Engine Miles
(2-5)
Gasoline Percentage = 100 - Diesel Percentage
(2-6)
Step 2 - Obtain mapping from the Federal Highway Administration
(FHWA) for converting the vehicle type groups for 4-tire, single unit
commercial vehicles (SUCVs), and combinations into the thirteen vehicle
types. Conduct mapping separately by state and roadway functional system
using Highway Statistics summary tables and files from the FHWA
Electronic Bulletin Board System (FEBBS). FEBBS can be contacted on-
line at 1-800-337-FHWA (3492) using any communications software. If you
have any questions about FEBBS, contact the FHWA Computer Help
Desk at 202-366-1120.
Step 3 - On a statewide basis, obtain the ratio of local urban vehicle miles
of travel (VMT) to VMT on the non-local urban functional systems using
Highway Statistics data from FHWA. The table from Highway Statistics is
titled "Annual Vehicle-Miles of Travel by Functional System".
The following equation represents the computations required to implement this step.
VMT for Urban Local
Ratio of Local Urban VMT to Non-Local =
VMT for Urban Total
(2-7)
The computational steps for this approach to update EPA Guidance mapping for each
sample section in a given nonattainment area are shown below:
(A) Expanded VMT calculation using HPMS data. The inputs for computing
the expanded VMT include average annual daily traffic (AADT) (HPMS
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DEVELOPING LOCALITY-SPECIFIC INPUTS FROM HPMS DA TA 09/96
item #28), the length of the segment (HPMS item #25), and the expansion
factor (HPMS item #41 or #42 - use item #41 if both #41 and #42 are
nonzero). The expanded VMT calculation takes the form:
Expanded VMT = (AADT) x (Length of Segment) x (Expansion Factor) (2-8)
(B) Calculate Local Urban VMT. The Local Urban VMT is computed using
the expanded VMT generated in (A) and the ratio of local to non-local
urban VMT developed in Step 3 (Equation 2-7).
Local Urban VMT =
(Expanded VMT) x (Ratio of Local Urban VMT to Non-Local) (2-9)
(C) Calculate VMT for Single Unit Combined Vehicles (SUCVs),
Combinations, and 4-Tire Vehicle Types. These values are calculated
using the expanded VMT computed above and the average percentage of
SUCVs, Combination Trucks, and 4-Tire Vehicle Types obtained from
HPMS data. The average percentage data from HPMS that should be
used include items #65A2 and #65B2 for the average percentage of
SUCVs and Combinations, respectively. The equations for these three
vehicle types are shown below:
VMT SUCVs = (Expanded VMT) x (Average Percentage of SUCVs) (2-10)
(2-11)
VMT Combinations = (Expanded VMT) x (Average Percentage of Combinations)
VMT 4-Tire Vehicles = (2-12)
(Expanded VMT) - (VMT SUCVs + VMT Combinations + VMT Local)
(D) Distribute calculated VMT values across vehicle types. Use the mapping
developed in Step 2 to distribute VMT 4-Tire Vehicles across Vehicle
Types 2 and 3; Local Urban VMT across Vehicle Types 2 and 3; and VMT
SUCVs across Vehicle Types 5 through 7. The VMT for 4-Tire Vehicles
and Local Urban are summed to get the total VMT for Vehicle Types 2
and 3.
VMT by Vehicle Type = (2-13)
(VMT Computed in (C)) x (Appropriate Mapping Percentage from Step 2)
(E) Convert VMT by MOBILE5A category. Use the mapping identified and
calculated in Step 1 to convert the VMT by MOBILE5A category. Use the
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09/96
DEVELOPING LOCALITY-SPECIFIC INPUTS FROM HPMS DA TA
EPA Guidance contained in Table 2-1 or the Revised EPA Guidance if
calculated in Step 1. The recommended approach is to compute Revised
EPA Guidance through Step 1.
VMT by MOBILE5A Category by Fuel Type = (2-14)
VMT Computed in (D) x (EPA Guidance (or revised) Percentage by Fuel Type)
(F) Add across all sections in the nonattainment area to obtain the VMT by
MOBILE5A category.
EXAMPLE CALCULATIONS
The example calculation implements and tests both the existing EPA Guidance and the
revised EPA Guidance for the urban area segments of the Colorado and Washington
statewide HPMS datasets using the methods described above.
Step 1 - Update the EPA Guidance mapping from HPMS vehicle types to
Mobile 5A using the TIUS data. Tables 2-2 and 2-3 present the relevant
information from TIUS Tables 2a and 13, respectively.
TABLE 2-2
DATA FROM TIUS TABLE 2A
(TRUCKS, TRUCK MILES, AND AVERAGE ANNUAL MILES: 1992 AND 1987)
Engine Type and Size
Engine
Gasoline
Diesel
Liquefied Gas or Other
Not Required
1992 Trucks miles (millions)
All trucks
786,273.8
667,992.9
113,593.6
3,386.5
1,300.9
Trucks, excluding pickups,
panels, minivans, utilities,
and station wagons
116,579.6
20,361.4
94,719.3
782.2
716.7
Source: Transportation-Truck Inventory and Use Survey, Table 2a.
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DEVELOPING LOCALITY-SPECIFIC INPUTS FROM HPMS DA TA
09/96
TABLE 2-3
DATA FROM Tius TABLE 13
(TRUCKS MILES BY TRUCK TYPE AND AXLE ARRANGEMENT: 1992)
Engine Type and Size
Engine
Gasoline
Diesel
Liquefied Gas or Other
Not Required
Single-unit trucks
2 axles
696,329.8
659,275.6
32,593.5
3,233.5
1227.2
3 axles
5,763.5
496.7
5,236.9
23.1
6.8
4 axles or more
1855.6
(S)
1806.90
(S)
(Z)
Source: Transportation-Truck Inventory and Use Survey, Table 2a.
For Vehicle Type 3, the percentages are calculated using Equations 2-1 through 2-4.
The data is contained in Table 2-2.
Disel Percentage = 113'593'6 " 94»7193 x 100 = 2.82%
6 786,273.8 - 116,579.6
Gasoline Percentage = 100 - 2.82 = 97.18%
LDGT1 Percentage
65.71
65.71 + 33.47
x 97.18 = 64.39%
LDGT2 Percentage = 97.18 - 64.39 = 32.79%
For Vehicle Type 5, the percentages for 2-axle, 6-tire single unit trucks is calculated
using the data from Table 2-3 in Equations 2-5 and 2-6.
2-8
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03/55 DEVELOPING LOCALITY-SPECIFIC INPUTS FROM HPMS DA TA
Disel Percentage = 35»593-5 x 100 = 4.68%
696,329.8
Gasoline Percentage = 100 - 4.68 = 95.32%
For Vehicle Type 6 the percentages for 3-axle single unit trucks is calculated using the
data from Table 2-3.
Disel Percentage = 5>236'9 x 100 = 90.86%
6 5,763.5
Gasoline Percentage = 100 - 90.86 = 9.14%
For Vehicle Type 7 the percentages for 4 or more axle single unit trucks is calculated
using the data from Table 2-3.
Disel Percentage = 1>806'9 x 100 = 9737%
1,855.6
Gasoline Percentage = 100 - 97.37 = 2.63%
Table 2-4 shows the summary results of both the EPA Guidance and revised EPA
Guidance mapping. The mapping changes significantly for the gasoline and diesel fuel
types for the SUCV 3-axles and 4 or more axle trucks (Vehicle Types 6 and 7). For
example, the 50 percent gasoline and diesel splits identified in the EPA Guidance were
revised to reflect an:
9.14 percent gasoline and 90.86 percent diesel split for SUCV 3-axle trucks;
and
2.63 percent gasoline and 97.37 percent diesel split for SUCV 4 or more
axle trucks.
Methodology Development For Gathering Mobile Source Locality Specific Data 2-9
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DEVELOPING LOCALITY-SPECIFIC INPUTS FROM HPMS DA TA
09/96
TABLE 2-4
SUMMARY OF EPA AND UPDATED EPA GUIDANCE MAPPING
HPMS Category
Motorcycle
Passenger Car
Other 2-Axle, 4-Tire Vehicles
Buses
Single Unit Trucks (1)
2-Axle, 6-Tire
3-Axle
4 or More Axle
Single Trailer Trucks
4 or Fewer Axle
5-Axle
6 or More Axle
MOBILE5A Category
EPA Guidance
MC
98.64% LDGV
1.36% LDDV
65.71% LDGT1
33.47% LDGT2
0.82% LDDT
10.28% HDGV
89.72% HDDV
87.90% HDGV
12.10% HDDV
50.00% HDGV
50.00% HDDV
50.00% HDGV
50.00% HDDV
HDDV
HDDV
HDDV
Updated EPA Guidance
same
same
same
64.39% LDGT1
32.79% LDGT2
2.82% LDDT
same
same
95.32% HDGV
4.68% HDDV
9.14% HDGV
90.86% HDDV
2.63% HDGV
97.37% HDDV
same
same
same
2-10
Methodology Development For Gathering Mobile Source Locality Specific Data
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09/96
DEVELOPING LOCALITY-SPECIFIC INPUTS FROM HPMS DATA
TABLE 2-4
(CONTINUED)
HPMS Category
MOBILE5A Category
EPA Guidance
Updated EPA Guidance
Multi Trailer Trucks
5 or Fewer Axle
6-Axle
7 or More Axle
HDDV
HDDV
HDDV
same
same
same
Note: (1) The revised Single Unit Truck mapping for gas vehicles include the categories for
gasoline, liquefied gas or other, and not reported vehicles.
Source: Office of Mobile Sources and Cambridge Systematics, Inc.
The results of applying the revised procedures to Vehicle Type 3 (Other 2-Axle, 4-Tire
Vehicles) and Vehicle Type 5 (Single Unit Trucks 2-Axles, 6-Tire Vehicles) indicate
similar gasoline and diesel splits for the EPA and revised EPA Guidance. For example,
the diesel split for Vehicle Type 3 increases from 0.82 percent to 2.82 percent. For
Vehicle Type 5, the gasoline split increases from 87.90 percent to 95.32 percent.
Step 2 - Table 2-5 contains the mapping obtained by state and roadway
functional system for each of the vehicle types using 1993 data. Note that
for Colorado, motorcycles are included with passenger cars; 2-axle, 4-tire
trucks are included with passenger cars; buses are included with other
single-unit trucks; and the data shown is from the previous year.
Step 3 - The ratio of local urban VMT to VMT on the non-local urban
functional systems using Highway Statistics data from the November 1994
"Annual Vehicle-Miles of Travel by Functional System" table for each
state was computed (Equation 2-7). The VMT values are in millions.
Methodology Development For Gathering Mobile Source Locality Specific Data
2-11
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DEVELOPING LOCALITY-SPECIFIC INPUTS FROM HPMS DATA
09/96
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DEVELOPING LOCALITY-SPECIFIC INPUTS FROM HPMS DATA
09/96
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Methodology Development For Gathering Mobile Source Locality Specific Data
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09/96 DEVELOPING LOCALITY-SPECIFIC INPUTS FROM HPMS DA TA
*y \f\y
Local Urban to Non-Urban -Urban Ratio for Colorado =' = 0.11
19,656
Local Urban to Non-Urban -Urban Ratio for Washington" ' - 0.11
6 31,314
The remaining steps for this approach to update EPA Guidance mapping for each
sample section in a given nonattainment area are shown below. For the example
provided, these steps were incorporated into a Statistical Analysis Software (SAS)
program. Therefore, some of the specific data used for these steps have not been
included in the example calculation. However, the equations and, where applicable, the
specific data are summarized below:
(A) Expanded VMT calculation using HPMS data. The inputs for computing
the expanded VMT included AADT (HPMS item #28), the length of the
segment (HPMS item #25), and the expansion factor (HPMS item #41 or
#42 - use item #41 if both #41 and #42 are nonzero). The expanded
VMT was computed within the SAS program and uses the following
equation (Equation 2-8):
Expanded VMT = (AADT) x (Length of Segment) x (Expansion Factor)
(B) Calculate Local Urban VMT. The Local Urban VMT was computed using
the expanded VMT generated in (A) and the ratio of local to non-local
urban VMT developed in Step 3 (Equation 2-7). Note that the ratio of
local urban to non-local VMT was the same for both Colorado and
Washington.
Local Urban VMT = (Expanded VMT) x 0.11
(C) Calculate VMT for SUCVs, Combinations, and 4-Tire Vehicle Types.
These values were calculated using the expanded VMT computed above
and the average percentage of SUCVs, Combination Trucks, and 4-Tire
Vehicle Types from HPMS data. The average percentage data from
HPMS included items #65A2 and #65B2 for the average percentage of
SUCVs and Combinations, respectively. Again, these values were
computed within the SAS program.
Methodology Development For Gathering Mobile Source Locality Specific Data 2-15
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DEVELOPING LOCALITY-SPECIFIC INPUTS FROM HPMS DA TA 09/96
VMT SUCVs = (Expanded VMT) x (Average Percentage of SUCVs)
VMT Combinations = (Expanded VMT) x (Average Percentage of Combinations)
VMT 4-Tire Vehicles =
(Expanded VMT) - (VMT SUCVs + VMT Combinations + VMT Local)
(D) Distribute calculated VMT values across vehicle types. The mapping
developed in Step 2 was used to distribute VMT 4-Tire Vehicles across
Vehicle Types 2 and 3; Local Urban VMT across Vehicle Types 2 and 3;
and VMT SUCVs across Vehicle Types 5 through 7. The VMT for 4-Tire
Vehicles and Local Urban were then summed to get the total VMT for
Vehicle Types 2 and 3. An example calculation for VMT for 4-Tire
Vehicle Type 2 (Passenger Car) for the Urban Interstate facility type, using
the results in from Step 2 (Table 2-5), would be:
VMT for Vehicle Type 2, Urban Interstate in Colorado=
(VMT for 4-Tire Vehicles) x 0.927
VMT for Vehicle Type 2, Urban Interstate in Washington=
(VMT for 4-Tire Vehicles) x 0.695
(E) Convert VMT by MOBILE5A category. The mapping identified and
calculated in Step 1 was used to convert the VMT by MOBILE5A
category. This example calculation includes results for both the EPA
Guidance and the Revised EPA Guidance percentages contained in
Table 2-4. The equation takes the form:
VMT for Vehicle Type 2, Gasoline =
(VMT for Vehicle Type 2 Computed in (D)) x 0.99
(F) Tables 2-6 and 2-7 show the urban area VMT estimates for Colorado and
Washington by fuel type and selected vehicle classes for both the EPA
Guidance and revised EPA Guidance methods.
2-16 Methodology Development For Gathering Mobile Source Locality Specific Data
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05/56
DEVELOPING LOCALITY-SPECIFIC INPUTS FROM HPMS DATA
TABLE 2-6
SUMMARY OF COLORADO URBAN AREA VMT BY VEHICLE TYPE
Vehicle Type
2. Passenger Car
3. Other 2-Axle, 6-Tire Vehicles
5. SUCV 2-Axle, 6-Tire
Vehicles
6. SUCV3-Axle
7. SUCV 4 or More Axle
VMT Combination
Total VMT
Fuel Type
Gasoline
Diesel
Gasoline
Diesel
Gasoline
Diesel
Gasoline
Diesel
Gasoline
Diesel
Diesel
Guidance VMT
(in thousands)
15,460,143
156,163
982,902
9,928
302,699
41,277
130,851
130,851
0
0
275,964
17,490,778
Revised VMT
(in thousands)
15,460,143
156,163
963,045
29,785
326,777
17,199
23,553
238,149
0
0
275,964
17,490,778
Source: Cambridge Systematics, Inc.
Methodology Development For Gathering Mobile Source Locality Specific Data
2-17
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DEVELOPING LOCALITY-SPECIFIC INPUTS FROM HPMS DA TA
09/96
TABLE 2-7
SUMMARY OF WASHINGTON URBAN AREA VMT BY VEHICLE TYPE
Vehicle Type
2. Passenger Car
3. Other 2-Axle, 6-Tire Vehicles
5. SUCV 2-Axle, 6-Tire Vehicles
6. SUCV 3-Axle
7. SUCV 4 or More Axle
VMT Combination
Total VMT
Fuel Type
Gasoline
Diesel
Gasoline
Diesel
Gasoline
Diesel
Gasoline
Diesel
Gasoline
Diesel
Diesel
Guidance VMT
(in thousands)
17,125,535
172,986
8,660,831
87,483
811,574
110,669
128,140
128,140
23,050
23,050
674,636
27,946,154
Revised VMT
(in thousands)
17,125,595
172,986
8,485,865
262,449
876,131
46,111
23,065
233,216
1,212
44,888
674,636
27,946,154
Source: Cambridge Systematic*, Inc.
2-18
Methodology Development For Gathering Mobile Source Locality Specific Data
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DEVELOPING LOCALITY-SPECIFIC
INPUTS FROM TRAVEL DEMAND
MODELS
This section presents state-of-the-practice methods and selected example calculations for
developing locality-specific on-road motor vehicle emission inventory inputs from the
transportation demand modeling and forecasting process. Methods are identified for the
following parameters:
VMT reconciliation with Highway Performance Monitoring System
(HPMS);
VMT and trip distribution;
Speed estimation methods;
Percent non-FTP driving;
Hot/cold/hot stabilized weighting factors; and
Trip duration.
The sections contained below present outlines of the applicable methods and procedures
of the state-of-the-practice associated with each parameter. The modeling and
forecasting process referred to considers the use of travel demand models (TDMs)
supplemented by enhanced TDM modules, post-TDM processors, and observed travel
survey data. Recommended methods for guidance or, in some cases, instructions for
application are provided for each parameter. The application instructions provide
detailed information about how to implement the prescribed techniques. The number
of applicable methods and instructions presented for each parameter vary depending on
the level of existing research and information available in the state-of-the-practice.
3.1 VMT RECONCILIATION WITH HPMS
Travel demand modelers for MPOs and State DOTs traditionally have had to adjust
estimates of vehicle miles of travel (VMT) generated through the TDM process in order
Methodology Development For Gathering Mobile Source Locality Specific Data 3-1
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DEVELOPING LOCALITY-SPECIFIC INPUTS FROM TRA VEL DEMAND MODELS 09/96
to match HPMS estimates of VMT. These procedures are required to generate
consistent VMT estimates from TDMs for roadway functional classes within HPMS for
use in regional emissions and air quality analyses. Typical inconsistencies of VMT
estimates include:
Facility types coded within TDM highway networks do not directly match
the functional class system within HPMS. For example, TDM highway
networks incorporate several categories for highways including freeway,
highway, ramp, and HOV facility types and do not distinguish between
interstate and other state highways. In other words, TDM coding schemes
do not match directly with the functional class system contained within
HPMS for interstates, principal arterials, and minor arterials.
TDM highway network coding schemes do not include lower level roadway
functional classifications. For example, major roadway facilities have been
historically coded within TDM highway networks while many arterials,
collectors, and local roadways are not coded. Therefore, VMT generated
by TDMs tend to be lower than if the entire highway network was
modeled.
The following subsection describes two methods that can be used by MPOs and State
DOTs to reconcile HPMS and TDM VMT estimates. Each method considers revising
TDM highway network coding to incorporate either HPMS identifiers or revised facility
type codes. Metropolitan Planning Organizations and State DOTs, regardless of the
method selected, should carry forward the receded highway networks through the TDM
process (i.e., trip generation, distribution, mode choice, assignment) in order to report
base and future forecasted VMT. Either method will allow the user to match VMT
generated from the TDM process to the estimates contained in the HPMS dataset.
METHODS
In most metropolitan areas, travel demand modelers have developed conversion factors
in order to match TDM estimates of VMT with HPMS. The development of these
factors vary by metropolitan area depending on the facility types coded within the TDM
highway network, the level of inconsistency between TDM facility types and HPMS
functional classes, the geographic scope of the modeling area, and the availability and
quality of observed travel data. The method recommended for VMT reconciliation with
HPMS is general in scope to account for the variable travel characteristics from one
metropolitan area or state to the next. However, this method provides the guidance
necessary for metropolitan areas and states to reconcile these VMT differences
depending on the characteristics of their TDM and HPMS systems.
3-2 Methodology Development For Gathering Mobile Source Locality Specific Data
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09/96 DEVELOPING LOCALITY-SPECIFIC INPUTS FROM TRA VEL DEMAND MODELS
Method 1 - Code HPMS Identifier in TDM Highway Network
Roadways within TDM highway networks are represented by a series of link attributes
typically consisting of anode and bnode, distance, speed, capacity, and facility type codes.
In most TDM software, such as EMME/2, MICROTRIPS, MINUTP, TMODEL2, and
TRANPLAN, additional link attribute fields are provided to incorporate user-specified
attributes such as number of lanes, planning areas (i.e., neighborhoods, towns/cities),
area types (i.e., rural, suburban, urban, CBD), and traffic screenline locations.
This method involves incorporating HPMS identifier codes as an attribute for each link
within the TDM highway network to improve the development of TDM to HPMS
conversion factors. The following application steps are required to implement this
method:
Step 1 - Develop HPMS Identifier Coding Scheme. The user should
initially develop the HPMS identifier coding scheme in order to provide a
cross-reference with specific TDM highway network links and HPMS
functional classifications. For example, freeway links coded within the
TDM highway network may not be consistent with a single functional class
within the HPMS dataset. Multiple HPMS dataset functional classes such
as interstates, primary arterial, or minor arterials typically make up TDM
highway network freeway link designations.
Step 2 - Identify Highway Network Attribute Field. The user should
generate TDM highway network plots in order to graphically illustrate the
roadways by their associated facility types currently modeled. The plots
can help the user identify the attribute field (i.e., link group codes) within
the TDM highway network that can be used to store and incorporate the
HPMS identifier code developed in Step 1. Link group designations within
most TDM software can be user-specified. For example, Link Group
Code 1 can be used as the HPMS identifier code within TRANPLAN
software.
Step 3 - Enter HPMS Identifier Code into Highway Network. The user
should generate an ASCII (i.e., text file) representation of the highway
network link file using procedures within the TDM software. At this point,
the user should input the highway network ASCII file into user-specified
text editing software such as Brief in order to enter the HPMS identifier
codes into the appropriate link attribute fields. Alternatively, the TDM
graphics editor can be used to enter the HPMS identifier codes directly
into the appropriate attribute fields for each link.
Methodology Development For Gathering Mobile Source Locality Specific Data 3-3
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DEVELOPING LOCALITY-SPECIFIC INPUTS FROM TRA VEL DEMAND MODELS 09/96
Step 4 - Build Highway Network. The user should enter the revised
ASCII highway network file within the applicable TDM software in order
to build the revised highway network that includes the HPMS identifier
codes.
Step 5 - Travel Demand Modeling and Forecasting. The user should use
the revised highway networks as part of the regional or statewide modeling
process. The HPMS identifier codes can be used to match VMT
generated for the base and future forecasts contained in applicable HPMS
datasets.
This coding scheme provides the user with a mechanism to automate the conversion of
TDM highway network VMT by coded facility types to match HPMS VMT. However,
because TDM highway networks typically do not contain local roadway facility types, the
unique conversion factors for local roadways developed locally by MPOs and State
DOTs should be maintained.
ADVANTAGES
Applicable at the state and metropolitan area levels.
Coding scheme is straightforward.
Can interface with several TDM packages including EMME/2,
MICROTRIPS, MINUTP, TMODEL2, and TRANPLAN.
DISADVANTAGES
System coding requirements are high.
Development of conversion factors for local roadways is still required.
Method 2 - Match Highway Network Facility Types with HPMS Functional
Classifications
This method is very similar to Method 1 with the exception that the facility types coded
within the TDM highway network link attribute file will be consistent with the functional
classifications coded within HPMS. Therefore, the development of conversion factors
will not be required because of this direct cross referencing system. The Ada Planning
Association (APA) in Boise, Idaho recently used this coding approach during their
regional travel model update project. Table 3-1 shows the APA coding scheme. The
following steps are required to implement this method:
3-4 Methodology Development For Gathering Mobile Source Locality Specific Data
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09/96
DEVELOPING LOCALITY-SPECIFIC INPUTS FROM TRA VEL DEMAND MODELS
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Methodology Development For Gathering Mobile Source Locality Specific Data
3-5
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DEVELOPING LOCALITY-SPECIFIC INPUTS FROM TRA VEL DEMAND MODELS 09/96
Step 1 - Recede TDM Highway Network Facility Types. The user should
recede TDM highway network facility type codes to be consistent with the
applicable HPMS functional classifications by area type (rural, suburban,
urban, CBD) and roadway type (interstate, primary arterial, minor arterial,
collector, and local). This step is used to match the TDM Highway
Network facility types with those contained in the HPMS dataset. The
user begins this receding process by creating TDM highway network plots
in order to identify the roadways and their associated facility types
currently modeled. These plots in conjunction with HPMS functional
classification maps can then be used in order to cross reference the old
with the new facility types contained within the TDM highway network.
Step 2 - Revise Speed-Capacity Lookup Table. The user should develop
the applicable speed and capacity assumptions for the area and facility
types coded in Step 1. This process should be consistent with the HPMS
functional classifications, transportation engineering state-of-the-practice,
and local travel characteristics of the specific MPO and State DOT
modeling area. A meeting comprised of local and regional transportation
planners, engineers, and modelers is highly recommended at the start of
this process in order to more accurately define speeds and capacities for
the region.
Step 3 - Enter New Codes into TDM Highway Network. Using the TDM
software, the user should generate an ASCII (i.e., text file) representation
of the highway network link file. The user, in conjunction with the TDM
highway network plots generated in earlier steps, should then enter
(i.e., recode) the link attributes within the TDM highway network to reflect
the revised facility types, speeds, and capacities. It is recommended that
the user enter the TDM highway network ASCII file into database
software (i.e., Dbase, Foxpro) for use in generating and entering the new
speeds and capacities into the link attribute fields for each link
corresponding to the appropriate facility type codes. Alternatively, the
TDM graphics editor can be used to enter the new codes directly into the
appropriate attribute fields for each link.
Step 4 - Build Highway Network. The user should enter the revised
ASCII highway network file within the applicable TDM software in order
to build the revised highway network that includes the revised codes.
3-6 Methodology Development for Gathering Mobile Source Locality Specific Data
-------
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DEVELOPING LOCALITY-SPECIFIC INPUTS FROM TRA VEL DEMAND MODELS 09/96
Step 1 - Recede TDM Highway Network Facility Types. The user should
recede TDM highway network facility type codes to be consistent with the
applicable HPMS functional classifications by area type (rural, suburban,
urban, CBD) and roadway type (interstate, primary arterial, minor arterial,
collector, and local). This step is used to match the TDM Highway
Network facility types with those contained in the HPMS dataset. The
user begins this receding process by creating TDM highway network plots
in order to identify the roadways and their associated facility types
currently modeled. These plots in conjunction with HPMS functional
classification maps can then be used in order to cross reference the old
with the new facility types contained within the TDM highway network.
Step 2 - Revise Speed-Capacity Lookup Table. The user should develop
the applicable speed and capacity assumptions for the area and facility
types coded in Step 1. This process should be consistent with the HPMS
functional classifications, transportation engineering state-of-the-practice,
and local travel characteristics of the specific MPO and State DOT
modeling area. A meeting comprised of local and regional transportation
planners, engineers, and modelers is highly recommended at the start of
this process in order to more accurately define speeds and capacities for
the region.
Step 3 - Enter New Codes into TDM Highway Network. Using the TDM
software, the user should generate an ASCII (i.e., text file) representation
of the highway network link file. The user, in conjunction with the TDM
highway network plots generated in earlier steps, should then enter
(i.e., recode) the link attributes within the TDM highway network to reflect
the revised facility types, speeds, and capacities. It is recommended that
the user enter the TDM highway network ASCII file into database
software (i.e., Dbase, Foxpro) for use in generating and entering the new
speeds and capacities into the link attribute fields for each link
corresponding to the appropriate facility type codes. Alternatively, the
TDM graphics editor can be used to enter the new codes directly into the
appropriate attribute fields for each link.
Step 4 - Build Highway Network. The user should enter the revised
ASCII highway network file within the applicable TDM software in order
to build the revised highway network that includes the revised codes.
3-6 Methodology Development For Gathering Mobile Source Locality Specific Data
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09/96 DEVELOPING LOCALITY-SPECIFIC INPUTS FROM TRA VEL DEMAND MODELS
Step 5 - Travel Demand Modeling and Forecasting. The user should use
the revised highway networks as part of the regional or statewide modeling
process. The revised network coding scheme can be used to match VMT
generated for the base and future forecasts contained in applicable HPMS
datasets.
As with the previous method, this coding scheme provides the user with a mechanism to
automate the conversion of TDM highway network VMT to match HPMS VMT. In
cases where local roadways are not coded in the TDM highway network, the unique
conversion factors for local roadways developed locally by MPOs and State DOTs
should be maintained.
ADVANTAGES
Applicable at the state and metropolitan area levels.
Can interface with several TDM packages including EMME/2,
MICROTRIPS, MINUTP, TMODEL2, and TRANPLAN.
DISADVANTAGES
System coding requirements are high.
Coding scheme is not straightforward.
Applicable in smaller metropolitan areas.
RECOMMENDATIONS
The methods described above require the design and implementation of new highway
network coding schemes within user-specified TDM software. The level of effort
required for highway network coding for Method 2 compared to Method 1 is
considerably more extensive because it requires the design of unique speed/capacity
tables to be integrated with an established facility type coding scheme. In addition,
Method 2 is more suitable for smaller metropolitan areas with a limited number of
freeway facility types and less potential for coding scheme complications. Method 1 can
be implemented quite easily for both large and small metropolitan areas. In either case,
MPOs and State DOTs should incorporate the applicable VMT reconciliation method
during the model development or model update process.
Methodology Development For Gathering Mobile Source Locality Specific Data 3-7
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DEVELOPING LOCALITY-SPECIFIC INPUTS FROM TRA VEL DEMAND MODELS 09/96
3.2 VEHICLE MILES OF TRAVEL AND TRIP DISTRIBUTION
Travel demand model outputs can be used to help provide both spatial and temporal
allocation of vehicle activity and emissions results. Separate methods are available for
spatial distribution of running emissions versus trip start and end emissions. The
current state-of-the-practice for the spatial allocation of running emissions is briefly
summarized in this section. This method is satisfactory for purposes of developing
modeling inventories. Alternative methods for the spatial allocation of trip start and
end emissions are also presented in this section.
CURRENT PRACTICE FOR THE SPATIAL DISTRIBUTION OF RUNNING EMISSIONS
Travel demand model outputs are the preferred source of information to use in spatially
allocating running emissions for modeling inventories. The current practice involves
distributing the activity evenly along each link within the TDM highway network and
then allocating the activity to grid cells. This allocation is typically developed using the
percentage of the number of links contained within a given cell. This method also
requires that the spatial coordinates of each link (i.e., anodes and bnodes) are known
and are easily accessible. (In most TDM software packages, xy coordinates for each
node are contained within the node dataset of the TDM highway network. The user can
easily generate ASCII (i.e., text) file representations of the node data for analysis
purposes. It should be noted that specific procedures for creating ASCII text files of the
node coordinate information vary by TDM software package.)
Using this method, the VMT for each link can be allocated to the appropriate grid cell.
If VMT is not available in this format, but is available on a regional basis by roadway
functional class and area type, then the TDM highway network link coordinates can be
used to spatially allocate the VMT. In this case, VMT is allocated to grid cells based
on the ratio of VMT in the grid cell to the total regional VMT for each functional class
and area type.
This process can be accomplished using geographical information system (GIS) software
to spatially relate the TDM highway network with the modeling grid structure. Non-GIS
packages exist to perform this function as well, including the GRIDEM module in the
Emissions Preprocessor System.
METHODS
Alternative state-of-the-practice methods for the spatial allocation of trip start and end
emissions are presented below. The methods described below are intended to provide
MPO and State DOT modelers with general instructions for application.
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Method 1 - Spatial Distribution of Trip Start and End Emissions
When trip start and end emissions (cold start, hot start, hot soak, diurnal, and resting
evaporative emissions) are estimated separately from running emissions, a number of
optional procedures can be applied to spatially distribute emissions. These stationary
emissions are calculated for activity within the TDM highway network at the Traffic
Analysis Zone (TAZ) level. Each TAZ has a zonal connector that attaches it to the
TDM highway network and serves as the origin or destination of trip activity. Traffic
analysis zones typically represent some logical geography within the TDM highway
network and should be consistent with census tract (and in some cases, census block)
boundaries. Traffic analysis zones may also include portions of one or more grid cells.
Brief descriptions of the optional methods for determining the spatial allocation of these
stationary emissions at the TAZ level include:
Optional Method 1.1 - Allocate the stationary emissions to the grid cell
containing the TAZ connector. This method considers the level of trip
activity and emissions on the TAZ connector and does not allocate
emissions on the links contained within the TDM highway network. Of the
optional methods, this is the simplest to implement and apply.
Optional Method 1.2 - Distribute the activity evenly to the grid cells
contained within the geographic boundary of the TAZ. The user should
base this allocation on the ratio of the volume (i.e., trip activity) of the
grid cell area within the TAZ to the total TAZ area. This method
requires additional TDM and database processing in order to identify the
applicable TAZ allocation ratios for distributing emissions.
Optional Method 13 - Distribute the activity to grid cells within the TAZ
based on a spatial surrogate such as land use, housing, population, or
employment. In other words, the user should develop emission distribution
ratios based on the given characteristics of a TAZ. The development of
these ratios is dependent on the demographic or socioeconomic data used
to drive the TDM trip generation process. For example, the user could
develop ratios based on population and employment data if the given
TDM process is socioeconomic based.
The level of data and effort required to implement each of these optional methods
varies considerably. Of these options, the data required and the level of processing
effort are lowest for Option 1.1 and highest for Option 1.3. When selecting one of the
above options, the metropolitan area or state should consider the phenomena that as
population and employment density increase, the size of TDM highway network TAZs
tends to decrease. In urban areas where there are higher emissions, the size of the
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TAZ is often approximately equal to or less than the size of the grid cells. Larger
TAZs that span multiple grid cells are associated with suburban and rural regions where
the activity level is lower. In areas where the size of the TAZ is comparable to the grid
cells, the difference in these three allocation options is insignificant.
Given this inverse relationship between activity and the size of TAZs, the choice of the
spatial allocation method depends upon the characteristics of the metropolitan area or
state being modeled, the purpose of the inventory, and the availability of appropriate
data and resources. For most metropolitan areas, the use of Option 1.1 should be
acceptable. However, Options 1.2 and 1.3 provide improved accuracy. For most MPOs
and State DOTs, the choice of optional method may depend on the balance between the
need for improved accuracy versus the increased level of effort required.
Method 2 - Use of TDM Data to Develop Temporal Distributions
Emission inventories that are being used in photochemical models may require hourly
temporal distributions of emissions. Existing guidance recommends using observed
traffic counts to develop temporal distributions of activity. TDM outputs can serve as
quality assurance tools to compare temporal distributions, but few TDMs are configured
to provide hourly traffic flow results. Many MPOs divide TDM generated daily trip
tables into peak and off-peak periods such as morning and afternoon peak periods, and
midday and evening (or combined midday and evening) off-peak periods. If the given
TDM is configured in this manner, TDM generated traffic flows by facility type and
time period could be used to compare profiles with observed traffic counts. However,
except in a few cases, temporal VMT profiles generated from the TDM trip assignment
are not recommended substitutes for profiles developed from observed traffic counts.
If no suitable observed traffic counts are available, then profiles developed from TDMs
could be used to compare with available default VMT profiles. These default profiles
are available from packages such as the Emission Preprocessor System. The use of
these default profiles is not preferred since they are not based on local data sources.
RECOMMENDATIONS
The recommended method for implementation will vary depending on the specific MPO
and/or State DOT inventory purpose and availability of resources and data. Travel
demand model outputs can also provide useful information for quality assurance of
temporal profiles. However, in cases where observed travel data (i.e., traffic counts) are
unavailable, then TDM outputs should not be considered as the primary source of
temporal information.
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3.3 SPEED ESTIMATION METHODS
A variety of methods designed to improve travel speed outputs generated from TDMs
and to validate travel speed inputs used in TDMs have been developed by several
MPOs and State DOTs throughout the country. These methods are well documented
and typically consider the implementation of enhancement modules written within
specific TDM software and/or modeling systems, and the development of post-TDM
processors. The methods identified herein are not intended to be inclusive of all
existing techniques but are intended to provide a representative cross-section of the
potential techniques available to improve the accuracy of or to validate travel speeds
generated through the TDM process.
The intent of the methods identified in this section is not to provide step-by-step
procedures required for implementation but rather to provide guidance for the selection
of the appropriate speed estimation method that may be applicable to a given
metropolitan area or state. The method selected for a given MPO and State DOT must
be specified by the user and is dependent on the availability of the budgetary and staff
resources committed to obtaining observed locality-specific data, purchasing post-TDM
processor programs, and enhancing TDM capabilities.
METHODS
Traditionally, techniques to estimate vehicle speeds for mobile source emission
inventories have included using MOBILE Model default values, observed travel speed
surveys, HPMS outputs, TDM trip assignment step outputs, and volume-to-capacity
ratios. These techniques have been incorporated into several methods associated with
the TDM process to generate more accurate travel speeds for use in emissions
modeling. These have included:
An existing method within HPMS to generate aggregate-level travel speed
estimates for various roadway functional classifications.
Post-TDM processing methods that are applied after the TDM trip
assignment to incorporate more accurate travel speeds into the TDM
process. In some post-processors, adjusted travel speeds are fed back
(i.e., known as feedback loops) into the TDM modeling process (typically
at the trip distribution step) in order to refine travel speed outputs while
other post-processors adjust travel speeds without TDM feedback.
TDM system and simulation modules that are applied as part of the TDM
process. Typically, these systems are developed as separate modules of the
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TDM system that feed into highway network, trip generation, trip
distribution, and trip assignment modeling steps.
Brief descriptions of the identified methods and the advantages and disadvantages of
each are presented in the following sections.
Method 1 - HPMS-AP Technique
The Highway Performance Monitoring System Analytic Process (HPMS-AP) estimates
link speeds as a function of several roadway (link) attributes including pavement
condition, curves and gradients, speed change cycles and their minimum speeds, signal
stop cycles, acceleration and deceleration rates, and the fraction of time spent idling.
This technique generates travel speeds within the HPMS dataset and has been typically
used by State DOTs without statewide TDM capabilities.
ADVANTAGES
Applicable at the state-level if TDMs are not available.
Limited resources (costs and time) are required to obtain and run the
system.
Applicable to all HPMS datasets.
DISADVANTAGES
Not applicable within the TDM process.
Method 2 - Dowling/Skabardonis Post-Processor
The Dowling and Skabardonis post-processor combines speed changes based on
congested locations with delays based on queuing in order to provide refined link travel
times and average speeds within a given TDM system. This post-processor is applied
after the trip assignment step of the TDM process. Once the post-processor is applied
and run, its output travel speeds are receded into the TDM highway network and
incorporated back into the TDM process at the trip distribution step in a feedback loop.
It takes traffic congestion and delay into account by modifying the volume to speed
function (i.e., the Bureau of Public Roads or BPR formula that expresses the
relationship of volume, capacity, and travel time in the TDM trip assignment) specified
in the TDM trip assignment. It predicts queuing delays for all links on which volume
exceeds capacity. This post-processor has recently been refined as part of the California
State Department of Transportation (Caltrans) project to update the Direct Travel
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Impact Model (DTIM). (DTIM, developed by the California Air Resources Board
(ARE) and Caltrans, is used to generate grid and link specific emission estimates from
TDM outputs for use in air quality modeling in California.)
ADVANTAGES
Applicable at the state and metropolitan area levels.
Limited resources (costs) are required to obtain the system.
Can interface with several TDM packages including EMME/2,
MICROTRIPS, MINUTP, TMODEL2, and TRANPLAN.
DISADVANTAGES
System setup requirements may be high.
System outputs are generated for the California-based DTIM.
Method 3 - Boston Central Artery/Tunnel Speed Post-Processor
The Boston Central Artery/Tunnel speed post-processor uses volume and travel speed
outputs generated from the trip assignment of the TDM process in conjunction with
revised capacities to estimate adjusted travel speeds. In some cases, observed volumes
(if available) are also used in this process as a supplement to adjust specific highway
network link travel speeds. Each facility type coded within the TDM highway network
has a unique speed estimation relationship based on travel times constrained by
signalization and geometries; freeways and ramps with low and high volume-to-capacity
ratios; unconstrained (free flow) travel speeds; and queues at congested locations.
Highway Capacity Manual (HCM) relationships related to signalized intersections, link
segments and modifications of the TDM's BPR function are used in this system. The
post-processor combines the links into facilities composed of roadway sections and
analyzes the facilities as a unit to determine queues by section and hour, queue lengths,
delays, and travel speeds.
ADVANTAGES
Applicable at the state and metropolitan area levels.
Limited resources (costs) are required to obtain the system.
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Can be refined to interface with several TDM packages including
EMME/2, MICROTRIPS, MINUTP, TMODEL2, and TRANPLAN.
DISADVANTAGES
System setup requirements may be high
Method 4 - California Air Resources Board (CARB) Vehicle Speed Post-Processor
For the CARB, Deakin Harvey Skabardonis (DHS) developed the CARB vehicle speed
post-processor that combines revised volume to speed functions, queuing analysis
techniques, and vehicle activity data by link type into the highway network code to
provide more detailed travel speed inputs to emissions modeling components. Another
component of this post-processor includes data obtained from traffic simulation models
(such as INTRAS and TRAF-NETSIM) to generate travel speed and acceleration/
deceleration information by functional class.
ADVANTAGES
Applicable at the state and metropolitan area levels.
Limited resources (costs) are required to obtain the system.
Can be refined to interface with several TDM packages including
EMME/2, MICROTRIPS, MINUTP, TMODEL2, and TRANPLAN.
DISADVANTAGES
Requires the development of, and outputs from, traffic simulation models.
System setup requirements are high.
Method 5 - Post Processor for Air Quality System
The Post Processor for Air Quality (PPAQ) was developed by Carmen Associates to
format and adjust TDM output variables for use as inputs for MOBILE5A. PPAQ
reads in associated TDM outputs and performs the following functions:
Determines peaking patterns of daily assignments;
Adjusts peak hour volumes to account for peak spreading and congestion;
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Disaggregates TDM generated trips to match the vehicle types required for
MOBILES A;
Traces hot/cold start vehicles to calculate percentages required for
MOBILE5A;
Adjusts TDM VMT estimates to account for seasonality;
Calculates link and intersection approach capacities and delays;
Calculates mid-block link travel speeds and aggregate link speeds;
Accumulates VMT, VHT, and average speeds by various geographic
representations; and
Prepares VMT inputs for the MOBILE model.
PPAQ computes adjusted mid-block link travel speeds and aggregate link speeds by time
of day and functional class based on outputs calculated in earlier PPAQ procedural
steps and outputs generated from the TDM process. TDM outputs include capacities,
observed speeds, free-flow coded speeds, volumes, intersection delays, and adjusted
delay equations (BPR formulas).
ADVANTAGES
Applicable at the state and metropolitan area levels.
Limited resources (costs) are required to obtain the system.
Can interface with several TDM packages including EMME/2,
MICROTRIPS, MINUTP, TMODEL2, and TRANPLAN.
Calculates and adjusts several TDM outputs for MOBILE.
DISADVANTAGES
System setup requirements may be high.
Method 6 - Basic Speed Estimation Method
Cambridge Systematics developed a post-processor for the U.S. EPA to estimate travel
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speeds from the TDM trip assignment step using vehicle-to-capacity ratios. The system
is very flexible and can be applied to TDMs using readily available spreadsheet and
database software packages. The basic procedural steps include:
Determine the Highway Capacity Manual (HCM) chapters required to derive the
appropriate speed-volume relationships for rural, suburban, and urban TDM highway
network links.
Determine the additional roadway characteristics for all links not
generated by the TDM trip assignment outputs (speeds and volumes) and
the TDM highway network codes related to roadway geometries, signal
coordination, and percent heavy vehicles.
Define the general speed to volume relationships for each TDM highway
network link using the information collected above including capacities,
distances, free-flow speeds, number of lanes, and TDM trip assignment
volumes.
Apply these general speed to volume relationships to adjust the travel
speeds generated in the TDM trip assignment process to all facilities in
each link category.
This method provides a technique to estimate improved link-specific vehicle travel
speeds for all facilities and link categories identified in the TDM highway network. The
step-by-step procedures required to implement this method are presented later in this
section.
ADVANTAGES
Applicable at the state and metropolitan area levels.
Limited resources (costs) are required to implement the system.
Can interface with several TDM packages including EMME/2,
MICROTRIPS, MINUTP, TMODEL2, and TRANPLAN.
DISADVANTAGES
System setup requirements may be high.
Method 7 - Volpe Simulation Process
As part of the "IVHS Benefits Assessment Model Framework", the Volpe Center and
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U.S. DOT developed a system linking regional TDMs with arterial (TRANSYT-7F) and
freeway (FREQ) simulation models to accurately predict traffic volumes, speeds, delay
and queuing, and vehicle modal activity such as acceleration, cruise speed, and
deceleration. An analytical process was developed incorporating these various models
and tools to improve the sensitivity of currently available TDM software to assess the
impacts and potential benefits of ITS (Intelligent Transportation Systems).
ADVANTAGES
Applicable at the state and metropolitan area levels.
Can be refined to interface with several TDM packages including
EMME/2, MICROTRIPS, MINUTP, TMODEL2, and TRANPLAN.
System is readily accessible from the Volpe Center.
DISADVANTAGES
System setup requirements are high.
Requires the development of and outputs from traffic simulation models.
Method 8 - DVRPC Simulation Process
The Delaware Valley Regional Planning Commission (DVRPC) has implemented an
iterative process within its TDM system designed to adjust and validate TDM generated
travel speeds. This simulation process involves adjusting free-flow travel speeds initially
coded into the TDM highway network using congested, observed travel speeds collected
in the field and feedback iterations into the trip distribution, mode choice, and trip
assignment steps of the TDM process.
ADVANTAGES
Applicable at the state and metropolitan area levels.
DISADVANTAGES
System setup requirements may be high.
System is not readily accessible from the DVRPC.
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Requires the development of and outputs from traffic simulation models.
Can interface with only one TDM package; TRANPLAN.
RECOMMENDATIONS
The post-TDM processor and simulation methods described above require the
development of additional enhancement modules and systems within user-specific TDM
software or off-TDM spreadsheet/database software packages. In general, the
budgetary resources required to obtain these methods are not costly since the majority
of the methods are contained within the public domain. However, the resource
requirements for setting up each method may be high relative to agency resources
(i.e., staff time and commitment).
EXAMPLE CALCULATIONS
Provided in this section is an example calculation of Method 6: Basic Speed Estimation.
This method is designed to estimate travel speeds from the TDM trip assignment step
using vehicle-to-capacity ratios. The system is very flexible and can be applied to TDMs
of any type (EMME/2, MINUTP, et al) using readily available spreadsheet and
database software packages. It also provides a technique to estimate improved link-
specific vehicle travel speeds for all facilities and link categories identified in the TDM
highway network. The implementation procedures are presented below.
The basic vehicle speed estimation procedure can be implemented in the form of a
specially-coded computer program, a spreadsheet, or a database management system in
which the link-specific traffic assignment vehicle speeds are post-processed to refine
their accuracy.
Inputs
Although local areas have significant degrees of latitude in how they specify existing and
future TDM highway networks for use in travel forecasting, most areas using UTPS or
equivalent microcomputer-based systems (EMME/2, MINUTP, et al) have the following
information available for each highway link in each network for which TDM trip
assignments have been performed:
Area Type: typically CBD, CBD fringe, urban, suburban, rural.
Facility Type: typically freeway, expressway, major arterial, intermediate
arterial, minor arterial or collector, ramp.
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Link Group: typically a further breakdown of facility types by speed limit
or parking availability, for example.
Number of Lanes.
Distance (miles).
Capacity at a specified level of service (vehicles per lane per hour).
Free-Flow Speed (miles per hour).
Free-Flow Time (minutes).
Predicted Volume: based either on an hourly traffic assignment process,
or on hourly factors applied to the results of a daily traffic assignment
(vehicles per hour).
Note that link speeds, as predicted by the TDM highway assignment process, are also
available but will be revised by the speed estimation method described in this section.
To avoid confusion, these speeds are not included in the list provided above.
In addition to link-specific data provided as part of a highway network, the major input
to the basic speed estimation method is the 1994 Highway Capacity Manual (HCM),
which provides detailed methods for estimating capacities and speeds for specific
highway facilities. For the purposes of the basic method, capacity estimation is not
important because the TDM highway network provides capacity values for each link.
The speed estimation methods in the HCM, however, are very important.
General Speed-Volume Relationships
The first step in the basic speed estimation method involves defining general
speed-volume relationships for each link category used in the TDM highway network.
As used here, a link category is the group of all links having a unique combination of
area type, facility type, and link group codes. Since the HCM includes speed estimation
procedures requiring more link information than that provided by TDM highway
networks, these procedures must be "averaged" over all facilities in a link category.
The highway characteristics which must be either averaged or assigned as representative
of the typical facility within a given link category vary by link type. For freeways and
expressways without traffic signals, discussed in Chapter 3 of the HCM, these
characteristics consist of:
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Lane width and lateral clearance;
Design speed;
Heavy vehicles: trucks, buses and recreational vehicles as percentages of
total flow;
Type of terrain;
Peak hour factor: the ratio of average 15-minute flow in the peak hour to
the maximum flow per 15-minute period; and
The driver population: weekday commuters and regular users versus
weekend or occasional drivers.
For ramps providing access and egress from freeways and expressways (HCM
Chapter 5), the following characteristics, not readily available in TDM highway network
and TDM trip assignment output data, affect operating speeds:
The total volume and heavy vehicle volume in the freeway or expressway
lane adjacent to the ramp;
The distance to, and volumes on, adjacent upstream and downstream
ramps; and
The type of ramp: on- or off-ramp, number of lanes at the junction, etc.
For rural and suburban multi-lane major arterials (HCM Chapter 7) without significant
intersection delays, the same factors listed above for freeways and expressways may
affect speeds, but are not available in network or assignment data. Additional factors
for these types of facilities are:
Type of multilane highway: divided or undivided, frequency of
unsignalized inter-sections and driveways, and severity of left turning
conflicts; and
Vertical grades.
For rural two-lane arterials (HCM Chapter 8), all of the freeway and multilane facility
factors, with the exception of driver population, can affect vehicle speeds. Additional
factors to be considered are the percentage of segment length with no-passing zones,
and the split of traffic between the two directions of travel on the facility.
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Urban and suburban streets and highways (HCM Chapter 11) are signalized facilities
that both serve through traffic and provide access to abutting properties. These facilities
range from major arterials to collector streets and downtown streets. The speeds on
these facilities at particular levels of traffic volumes are affected somewhat by their
typical free-flow speed, but often largely by intersection delays. Many of the factors
affecting speeds and delays on these facilities that are not typically available in network
and assignment data are related to the major intersections included in an arterial
segment. These factors include the following:
Cycle length;
Green ratio for arterial traffic;
Progression factor;
Conflicting pedestrian flow rates;
Heavy vehicles as a percentage of total volume;
Peak hour factor;
Vertical grade;
Number of buses;
Number of parking maneuvers;
Lane widths;
Existence of exclusive left- and right-turn lanes;
Signal type: actuated or pretimed; and
Pedestrian signalization characteristics.
ANALYSIS STEPS
The following steps are required to develop general speed-volume relationships for each
link category:
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Step 1: Determine Applicable HCM Chapter. Based on the area type, facility type, link
group, range of capacity levels, and range of free-flow speeds, select the appropriate
chapter in the HCM from which to obtain information on the speed-volume
relationship. The above discussion of additional factors by facility type can be used to
begin this selection process based only on area type and facility type. The additional
link characteristics listed above may be necessary to determine, for example, whether a
particular link category should be treated as a rural or suburban multilane highway
using HCM Chapter 7, or an urban or suburban street using HCM Chapter 11.
Step 2: Determine Average or Typical Values for All Link Characteristics not Provided
by Assignment Outputs. By drawing upon all available sources of data on street and
highway facilities and vehicular travel patterns, average or typical values of the
characteristics of existing and proposed future streets and highways can be selected.
These sources are likely to include the following:
Transportation agencies for previous highway facility inventories which are
likely to include many of the needed characteristics;
Public works or equivalent departments at the city, county and state levels
for roadway design information such as lane and shoulder widths, design
speeds, ramp configurations, no-passing zone locations, distances between
intersections, curb cuts, vertical grades, and turning lane designs.
Traffic and parking departments for traffic signal characteristics, parking
availability and usage, heavy vehicle percentages, peak hour factors, and
pedestrian volumes.
It should be emphasized that the focus of the data collection required in this step is on
average or typical conditions for all facilities in a particular link category. In the basic
method, link-specific collection of detailed characteristics is not necessarily required.
Step 3: Define General Speed-Volume Relationship. This step involves a conversion of
the appropriate detailed speed estimation method in the HCM into a relationship which
can be applied to each link in a particular link category. Each relationship can include
the following link-specific variables, all of which are available as outputs of the highway
network development or traffic assignment processes:
Capacity;
Distance;
Free-flow speed or time;
Number of lanes; and
Predicted volume level.
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By providing two examples of these relationships, the procedures required for all link
categories and for ranges of detailed link characteristics can be clarified.
Example 1: Urban Freeways
A particular link category defined in the metropolitan area being considered includes all
links with an area type of urban, freeway facility type, and a link group code which
signifies a design speed of 50 miles per hour. A review of available data sources
indicates that the average or typical facility in this link category has the following
detailed characteristics:
6 lanes, three per direction;
11-foot lane widths;
Obstructions on one side of the roadway within 4 feet of the traveled
pavement;
Peak hour factor equal to 0.87;
Average free-flow speed equal to 45 mph;
Average speed at LOS E equal to 25 mph;
8 percent heavy vehicles; and
Driver population: predominantly regular weekday commuters.
Using Chapter 3 of the HCM, these characteristics imply a service flow rate (SF) for
Level of Service (LOS) E of 1,462 passenger cars per hour per lane. This value may not
correspond to the capacity coded for some or all of the links in the link category due to
differences in LOS standards or due to link-to-link variations, but it represents a
reference point against which the coded capacity values can be compared. The other
reference point required is the coded capacity of the average or typical 50-mph urban
freeway: this value, corresponding to LOS C in this case, is found to be 1,150. Thus,
the first equation of the generalized speed-volume relationship is one which converts
coded capacity (Cc) in passenger cars per hour per lane into LOS E capacity (CE) in the
same units:
(3-1)
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1462
Tl50
= 1.27 x
The second equation required is one which uses the peak hour factor (PHF) to convert
the volume level and the number of lanes (NL) predicted in the assignment process
(VA) into the hourly flow rate during the peak 15 minutes per lane (VP):
NL x PHF
NL
(3-2)
As an alternative approach, average hourly volumes can be used rather than peak
15-minute flow rates. In this case, Equation 3-2 would be used with PHF equal to 1.0.
Equations 3-1 and 3-2 can be combined to provide a means of computing the
volume-capacity ratio (V/C) required to estimate speeds:
0.906 x VA
NLx Q,
(3-3)
Next, the volume-capacity ratio, V/C, can be used to estimate speed reduction factors
(SRF) for each link by interpolating the values provided in the following table, derived
from Figure 3-4 in the HCM:
V/C
0
0.1
0.2
0.3
0.4
0.5
SRF
0.000
0.028
0.040
0.068
0.119
0.169
3-24
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v/c
0.6
0.7
0.8
0.9
1.0
SRF
0.243
0.350
0.492
0.650
1.000
Source: Highway Capacity Manual.
Finally, the predicted speed (SP) on each link can be estimated using SRF, the average
speed at LOS E (25 mph), and the link's free-flow speed (Spp):
Sp = Spp SRF x (Spp 25)
(3-4)
Equations 3-3 and 3-4 and the V/C-SRF table provided above represent the entire
generalized relationship required for the 50-mph urban freeway link category as it is
constituted for the metropolitan area being considered. The relationship makes as
much use as possible of the available link-specific data and of the relationships provided
in the HCM. These sources are supplemented as necessary with detailed information
representing the average or typical facilities included in the link category.
Example 2: Major CBD Arterials
Another link category defined in the metropolitan area being considered consists of all
links with an area type of CBD, major arterial facility type, and a link group code which
signifies one-way facilities with no parking. Secondary data sources have been used to
determine that the average or typical facility in this link category has the following
detailed characteristics:
3 lanes;
12-foot lane widths;
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DEVELOPING LOCALITY-SPECIFIC INPUTS FROM TRA VEL DEMAND MODELS 09/96
No significant grades;
5 percent heavy vehicles;
Peak hour factor equal to 0.95;
Average segment length equal to 0.25 miles;
Average number of intersections per segment equal to 1;
Average free-flow speed equal to 30 mph;
Driver population: predominantly regular weekday commuters;
Pre-timed signals without pedestrian push-buttons;
60-second cycle length;
Green ratio equal to 0.55;
No signal progression;
Moderate conflicting pedestrian flows;
20 buses per hour;
No right turn on red;
Proportion of vehicles turning equal to 0.20;
No separate turning lanes; and
Parallel pedestrian flows permitted for the entire time of the green phase.
Following a procedure which parallels that in Example 1, but using Chapters 9 and 11 of
the HCM, the following relationships can be determined:
Capacity flow level = 889 vehicles per lane.
Average coded capacity = 1,000 vehicles per lane.
Link-specific capacity flow level:
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C = _2±_ x Q = 0.889 x C,
^ 1000 ^ ^
(3-5)
Volume per peak 15 minutes per lane:
1.05 x VA
p= NL
(3-6)
Volume/capacity ratio:
NLx Q,
(3-7)
Average stopped delay in seconds per vehicle per intersection (based on
HCM Equations 9-18 and 11-2):
225 x V/C2 x [(V/C - 1) + ^(V/C - I)2 + 16.89 x V/C/q, ]
5 1 - 0.55 x V/C
(3-8)
Running time in seconds per mile:
RT = 3960 / Spp
(3-9)
Predicted speed in miles per hour (L = link length in miles):
1.1 x L/Spp + Ds/3600
(3-10)
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Equations 3-7, 3-8, and 3-10 represent the entire generalized relationship required for
the major CBD arterial link category for the metropolitan area being considered.
EXTENDING THE HCM RELATIONSHIPS
It is important to note that the speed-volume relationships derived from the HCM are
limited in the range of volumes for which they are applicable. HCM's speed versus
volume curves for non-intersection related facilities are undefined for volume/capacity
ratios greater than 1.0, and its intersection delay equation can only be used for ratios
less than 1.2. Since traffic assignment outputs can exceed these limits, some procedure
must be devised to extend the generalized relationships to provide speed values for
higher values of the volume/capacity ratio. In the basic method, the recommended
approach is to extend the HCM-based relationships such as those derived in Examples 1
and 2 as has been done in the Phoenix metropolitan area to extend the functions used
in their peak hour traffic assignment model. The resulting general relationships for
volume/capacity ratios above the limits noted above are the following:
For freeways and expressways:
Sp = SP1 x (0.555 + 0.444 x V/C'3)
(3-11)
where SP1 is the speed predicted for V/C=1 using a general relationship based on
HCM data, as in Example 1.
For arterials and collectors:
Sp = SP12 (0.663 + 0.583 x V/C ~3)
(3-12)
where SP12 is the speed predicted for V/C =1.2 using a general relationship based
on HCM data, as in Example 2.
Since volume/capacity ratios greater than the limits discussed above are generally
Cambridge Systematics, Inc., Analysis of Temporal Demand Shifts to Improve Highway Speed Modeling, prepared
for the Arizona Department of Transportation, April 1988.
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impossible to achieve "in the field", observed data cannot be used to develop functions
such as those presented above. However, since the basic speed estimation method calls
for the use of volumes predicted in the traffic assignment process without adjustments to
reflect rerouting, peak spreading, demand level reduction or other ways in which
travelers respond to excessive delays, reasonable functions such as those provided above
represent the best means of dealing with unadjusted assignment results.
The functions can be interpreted as approximate representations of the delays due to
queuing and extended periods of stop-and-go traffic when volumes exceed capacities.
Step 4: Apply General Speed-Volume Relationship to all Facilities in the Link
Category. In this step, TDM link-specific assignment outputs are used as inputs to the
general relationships developed in Step 3. The results are estimated speeds for each
link within the link category. These speeds are then available for use in calculating
vehicle-hours of travel on the link and in estimating emissions rates using MOBILE5A.
EXTENSIONS OF THE BASIC METHOD
The basic speed estimation method presented above provides a means of obtaining
improved link-specific predictions of vehicle speeds on all facilities represented in a
TDM highway network, but still requires a number of simplifying assumptions. This
section describes a range of approaches which can be used to relax these assumptions
and thus obtain even more accurate speed estimates. Of course, each extension requires
additional analysis time and effort; a trade-off is required to select the appropriate
levels of accuracy, analysis time, and analysis effort for a particular urban area.
The following extensions of the basic speed estimation method are described:
Field collection of average link characteristics;
Use of expanded link-specific information;
Use of local capacity and speed data; and
Special studies of critical links.
FIELD COLLECTION OF AVERAGE LINK CHARACTERISTICS
The link data required to use the HCM speed-volume relationships that are not
available from a MPO's or state DOT's TDM process will, for the most part, be
available from secondary sources. Some data items, however, must either be estimated
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based on professional experience or assumed to be equal to standard default values
provided in the HCM. When particular data items are found to have a significant effect
on predicted speeds, consideration should be given to conducting special-purpose field
data collection to obtain more accurate average link characteristics. Examples of such
variables are the following:
Lane widths;
Heavy vehicle percentages;
Volumes in freeway and expressway lanes next to ramps;
Unsignalized intersections and driveways per mile on rural and suburban
major arterials;
Severity of left-turning conflicts;
Directional traffic splits;
Cycle lengths and green ratios at intersections with vehicle-actuated
signals; and
Numbers of parking maneuvers.
In each case, characteristics such as these can be readily observed in the field.
Obtaining accurate averages will require defining representative sample locations to be
observed and then deploying field crews to these locations. The resulting observations
can then be averaged for the appropriate link categories to provide more accurate
information for use in Step 2 of the basic method discussed above.
USE OF EXPANDED LINK-SPECIFIC INFORMATION
Some urban areas have developed highway facility inventory data files which include not
only the variables required for TDM network development and trip assignment, but also
many of the additional link characteristics required to use the basic method. Other
areas may choose to develop such files for use in air quality planning as well as other
local transportation applications. Wherever these inventory files exist or are developed,
they should be used, along with the volume predictions available from TDM trip
assignment outputs, as the basis for improved speed estimation procedures. In these
improved procedures, all available link-specific inventory data should be used, along
with supplemental information on average or typical characteristics not provided in the
inventory data set, to develop link-specific speed-volume relationships in a revised
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Step 3 of the method discussed above. These link-specific relationships can then be
used with volumes predicted in TDM trip assignments in Step 4 to provide more
accurate estimates of link speeds.
USE OF LOCAL SPEED AND CAPACITY DATA
Throughout the HCM, its authors state that the speed and capacity relationships
presented are typical conditions in the United States, but that these relationships should
be replaced with local data whenever such data exists. This advice is particularly
important in air quality planning, due to the strong linkages between capacities and
speeds, and between speeds and emissions. Whenever local data on the variations of
speeds and capacities for different operating conditions are available, they should be
incorporated into the general relationships developed in Step 3. Furthermore, whenever
significant variations from the HCM relationships are suspected, local planners should
consider the desirability of collecting additional field data, developing local revisions of
the HCM relationships, and using these to estimate link speeds more accurately.
SPECIAL STUDIES OF CRITICAL LINKS
The basic speed estimation method is predicated upon the ability to characterize all
facilities in a particular link category by a single average or typical link. Because each
link category is usually specific to a particular area type, facility type, and link group,
this ability usually exists for most link categories. Some link categories, however, and
some unique links in otherwise ordinary categories, do not lend themselves to being
analyzed using generalized procedures. Freeway and expressway ramps are perhaps the
primary examples of hard-to-generalize link categories. Similarly, freeway facilities with
weaving areas or those in the vicinity of other complex interchange elements frequently
have speed and capacity characteristics which are quite different from other freeway
links. Another example would be intersections which are frequently over-saturated
causing multi-cycle queues which back up to congest adjacent intersections. In many
cases such as these, accurate estimates of both existing and future speeds can only be
obtained by carrying out facility-specific studies using a combination of HCM and locally
observed data. Such studies will frequently require the isolation of a number of highway
network links for analysis as a unit for example, a number of freeway links upstream of
a bottleneck caused by a lane drop and for a detailed traffic engineering analysis of
how the unit can be expected to operate under existing and future conditions. The
results of these link-specific studies can then be combined with the results of more
generalized approaches for non-critical links to provide the full set of travel speeds
required for emissions inventories.
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3.4 PERCENT Noisi-FTP DRIVING
The Federal Test Procedure (FTP) is a standardized procedure developed by the EPA
to measure emissions rates from motor vehicles. The FTP is a chassis dynamometer test
conducted using a standardized driving cycle under standardized conditions. The FTP
includes a specific driving cycle (i.e., speed-versus-time profile), temperature, vehicle
load, and starting conditions. Developed in Los Angeles over 20 years ago, the driving
cycle used in the FTP (referred to as LA4) was intended to represent typical vehicle
operations in urban areas. Although the FTP was developed from data intended to
represent average urban driving conditions, recent research has shown that it does not
match vehicle conditions in today's operating environment.
Based on data collected during the past several years for various research projects, it is
now apparent that the driving cycles upon which the Fir is based do not accurately
reflect the types of vehicle operation that occur under typical driving conditions. The
FIT has a maximum speed of 57 mph and a maximum acceleration rate of 3.3 mph per
second. Research sponsored by both the EPA and the California Air Research Board
(CARB) has demonstrated that the LA4 driving cycle does not represent the full range
of speed and acceleration rates occurring on urban freeways.
METHODS
Emissions modeling considers the following analytical steps and procedures. Base
emission rates are developed for the vehicle fleet (by vehicle class, model year,
technology category, age, and mechanical condition). These rates are based upon
emission measurements from a single representative driving profile (i.e., the FTP). A
series of correction factors are developed and used to adjust these rates to account for
differences between the test conditions identified by the FTP measurements and those
conditions encountered in the design day conditions encountered at the local level
(e.g., speed, temperature, hot/cold start fractions, etc.).
Since passage of 1990 Clean Air Act Amendments (CAAA) and the Intermodal Surface
Transportation Efficiency Act of 1991 (ISTEA), the accuracy of emissions models has
come under increasing scrutiny since these regulatory requirements allow little margin
for error. Particular attention is being given to developing an improved understanding
of the affects of vehicle speed and acceleration, on emissions.
Several research efforts currently are underway that have the objective of developing a
fundamentally new approach to estimating vehicle emissions. These new analytical
methods are explicitly being designed to determine the impacts of non-FTP driving, but
are not expected to be practically available for another seven to ten years, and possibly
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longer. Most are still at the stage of collecting extensive new emissions data and
developing prototypical computer models. Still, these research efforts can be used as
the basis for developing incremental improvements to current emissions modeling
techniques.
These analytical methods are being designed and applied to identify probable vehicular
enrichment events on freeway on-ramps, grades, terrain, freeway weaving and merging
areas, toll-booths, construction areas, air conditioning usage, and other high engine load
situations. Many of these methods are related to the efforts described above to develop
new models. Commonly referred to as modal emissions models, a major objective of
these models is to overcome the simplistic assumptions currently used to identify the
relationship between average speed and emissions.
In modal emissions models, analysis is performed to identify the modes of vehicle
operation that show significant differences in emission performance (acceleration,
deceleration, idle, cruise). Tests are then performed to measure emissions of modes of
operation for a sample of vehicles that represent the entire vehicle fleet. The next step
considers several viewpoints about which modes of operation best characterize the range
of in-use emissions performance. These include:
Multiple Cycle Models. Observed in-use driving data are collected and
analyzed to develop multiple driving cycles in order to characterize vehicle
operation by facility type and level of congestion. Emissions
measurements are then taken for a representative sample of vehicles tested
on alternative cycles (e.g., containing multiple operating modes such as
acceleration and deceleration, and combinations of transportation
characteristics such as different congestion levels and facility types within a
given cycle). Travel activity is segregated by facility type and congestion
level, and combined with the appropriate emission factors to quantify
emission inventory estimates. (Both the CARB and U.S. EPA have
performed exploratory analysis and emission measurements to support the
development of this approach.)
Empirical Models. Emission measurements are taken for each mode of
speed and acceleration for a representative sample of vehicles. This
approach is based on measurements of emissions at fixed speed and
acceleration points (i.e., the transitional impacts of acceleration or
deceleration, which can be considerable, are ignored.) However, this
model does not have to be based solely on fixed speed points. To prepare
emission inventory estimates, travel activity for the entire vehicle fleet are
supplied in units of time at the selected modes of speed and acceleration.
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Engine Map Models. Emission measurements are collected for a
representative set of engine speed and load points (commonly referred to
as engine maps of emissions) to characterize the range of engine operation
and related emissions performance for a sample of vehicles. Traffic
simulation models (such as the VEHSIM model) are then used to translate
second-by-second driving activity into engine power demands. The power
demand statistics are then matched with related emissions estimates (in
most cases these estimates must be interpolated since test measurements
are limited) to generate estimates of in-use emissions.
Hybrid models consisting of empirical and predictive modeling components are also
currently under development. At present, four separate modal emission models are
under development. While each method summarized below is currently under
development and, therefore, unavailable for incorporation into emissions inventory
compilation, these methods none the less can be used to establish short-term methods of
estimating non-FTP emissions.
Method 1 - Georgia Institute of Technology
With support from EPA's Office of Research and Development, the Federal Highway
Administration (FHWA), and the Georgia Research Partnership, Georgia Tech has
undertaken a long-term research program to develop a modal motor vehicle emissions
model integrated with a Geographic Information System (GIS) that takes into account
emissions as a function of vehicle operating profiles. This model will be capable of
distinguishing emissions from a wide variety of vehicle operating modes, including
cruise, acceleration, deceleration, idle, and other power demand conditions that lead to
enriched vehicle operating conditions. The goals of the overall research program
include:
Development of emissions relationships that improve inventory modeling
procedures including explicit effects of vehicle fleet characteristics, vehicle
operating conditions, and driver behavior;
Incorporation of traffic flow parameters in the vehicle activity estimation
process;
Development of emission factors appropriate to each modal emission-
producing activity (with specified uncertainty);
Explicit incorporation of the effects of various policy initiatives and
programs on fleet emission;
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Validation of emission estimates from new emission inventory models; and
Publication of a model development handbook for Metropolitan Planning
Organizations (MPOs) that would develop such a model for their own
region.
Method 2 - University of California at Riverside
The College of Engineering - Center for Environmental Research and Technology
(CE-CERT) at the University of California, Riverside is conducting NCHRP Project
25-11 - "Development of a Modal Emissions Model". The researchers have defined a
new approach to modal emissions modeling based on a review of the emissions
modeling literature. The new approach considers a physical, power demand modal
modeling approach which is based on a parametric analytical representation of
emissions production. In such a model, the entire emissions process is broken down
into different components that correspond to physical phenomena associated with
vehicle operation and emission production. Each component is modeled as an analytical
representation consisting of various parameters that are characteristic of the emissions
production process. These parameters vary according to the vehicle type, engine, and
emission technology.
The authors indicate that an analysis of emissions measurement will be performed in the
context of physical laws (e.g., energy loss, chemical equilibrium, etc.). Using an
approach similar to earlier efforts, CE-CERT believes that it will be possible to
characterize variations in fuel use and emissions with a few critical parameters
(i.e., facility types, vehicle mix, roadway grade). According to CE-CERT researchers,
the degree of analysis employed will be sufficient to meet accuracy requirements
"interpreted in absolute terms on the basis of regulatory needs".
The planned modeling method will contain the following primary components:
A Tractive Power Demand Function - Instantaneous power demand
requirements placed on a vehicle at the wheels will depend on three types
of parameters including environmental factors (e.g., mass density of air,
road grade, etc.), static vehicle parameters (e.g., vehicle mass, rolling
resistance, etc.), and dynamic vehicle parameters (e.g., commanded
acceleration, velocity, etc.).
Engine Power Demand - A function will be developed to translate tractive
power and accessory (e.g., power steering, air conditioning, etc.) loads into
demanded engine power requirements.
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Gear Selection - Since engine speed plays a role in fuel use and resulting
emissions, a gear selection strategy or shift schedule will be needed to
quantify the effect of power demand on engine speed. However, the
authors do not plan to track engine speed on a second-by-second basis
because they believe that regulatory accuracy targets can be satisfied with
longer time intervals.
Emission Control Strategy - CE-CERT plans to model the equivalence
ratio, which is defined as the air/fuel ratio at stoichiometry divided by the
commanded air/fuel ratio. This will be modeled in terms of driving
characteristics (e.g., engine power demand, engine warm-up history, etc.)
and parameters which describe the vehicle's command enrichment
strategies.
Emission Functions - The final component of the physical model will be a
set of analytical functions designed to describe the emissions rates of the
vehicle, such as engine power demand, engine speed, equivalence ratio,
and temperature. CE-CERT believes that additional parameters may be
required to improve the accuracy of these rates and are investigating
second-by-second emissions data from EPA for a method to characterize
engine-out and catalyst-out emissions.
CE-CERT indicates that once this method is developed, additional work will be
required to characterize the mix of engine and emission control technologies that make
up the vehicle fleet. They also acknowledge that the model focuses only on the
performance of spark ignition engines equipped with closed-loop emission control
systems. In other words, additional effort will be required to characterize the
performance of other vehicle/technology combinations (i.e., diesel engine and gasoline
engines not equipped with closed-loop controls).
In conclusion, the CE-CERT effort is a three-year project which has just recently begun.
It is an extremely ambitious effort with goals to develop a modal emissions model that
meets regulatory accuracy requirements, and that can be integrated with both microscale
(e.g., intersection, freeway link, etc.) and macroscale (e.g., MINUTP, UTPS, etc.) travel
demand models.
Method 3 - TRANSIMS - Los Alamos National Laboratory
The Los Alamos National Laboratory is developing a Transportation Analysis and
Simulation System (TRANSIMS) designed to simulate individual vehicle behavior in a
transportation system. This is a long-term model development effort intended to
produce a new generation of travel demand forecasting, microsimulation, emissions, and
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air quality models. Both passenger and freight travel are being considered.
TRANSIMS consists of the following elements:
Synthetic population;
Activity demand and travel behavior;
Intermodal route planner;
Travel microsimulation; and
Environmental modules.
The environmental module --that is of interest to this analysis- uses individual vehicle
speed and acceleration to compute wheel power demand. A vehicle simulation is then
used to determine the state of the engine (e.g., engine rotational speed and torque).
The emissions depend on the state of the engine. At present, the VEHSIME model
(note that this model is different than the VEHSIM model described in the Method 1
discussion) which uses steady-state emission maps is being used. Los Alamos plans to
replace the emission engine map approach with an alternative model being developed
by the University of Michigan. It is believed that this model may be similar in structure
to the one described above for the CE-CERT effort. The emissions results will be used
as inputs to various air quality models (local and regional scales, with and without
chemistry) to determine the impact on ambient air quality.
Method 4 - Oak Ridge National Laboratory
Under contract to the Federal Highway Administration, the Oak Ridge National
Laboratory is developing a matrix of emission estimates for specific travel speed and
acceleration values. This information will be used to update the emission estimates
contained within TRAF-NETSIM. A test program is underway to collect data on engine
operating parameters associated with specific speed/acceleration values. Vehicles are
placed on dynamometers to collect data on emissions measurements under the same
conditions. A method has been developed to translate these estimates into average
gram per second emission rates.
Method 5 - Lake Michigan Air Directors Consortium (LADCO)
Heavy accelerations can substantially increase emissions. Such events may be more
pronounced in major urban areas where stop-and-go driving conditions are common,
especially during the early morning (i.e., peak commute) emissions period.
Measurements by General Motors indicate that such "enrichment events" can increase
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Volatile Organic Compounds (VOC) emissions by a factor of 40, and Carbon Monoxide
(CO) emissions by a factor of 2000, while Nitrogen Oxides (NOx) emissions are not
affected.
A program to calculate enrichment event emissions for ramps, toll booths, and cruise
conditions was developed by LADCO. This program was included in GEMAP, a
computer-based emissions simulation model developed for the San Joaquin County,
California and Lake Michigan Ozone Studies to assist in air quality/photochemical
modeling. The emission calculation is based on multiplying the number of emissions
seconds times an emissions factor (expressed in terms of g/sec). The number of
enrichment seconds were derived from surveys collected in the field on occurrence rates
for ramps, toll booths, and cruise conditions, which were determined as follows:
Ramps. Calculated as a function of the number of seconds on a ramp and
assumed that 20 percent of the vehicles enrich where the:
Number of enrichment seconds = 0.2 * seconds on ramp; and
Seconds on ramp = {[VMT on link]/length of link]} * {speed/3.3}.
Toll Booths. Calculated as a function of the volume on the link, travel
speed, and assumed that 20 percent of the vehicles enrich where the:
Number of enrichment seconds = 0.2 * seconds on links * 2; and
Seconds on links = {[VMT on link]/length of link]} * {speed/3.3}.
Cruise Conditions. Calculated as 0 percent below speeds of 20 mph,
2 percent above speeds of 30 mph, and varies linearly between 0 percent
and 2 percent for speeds of 20 to 30 mph.
This approach was applied by LADCO to the Chicago metropolitan area using the
coded TDM highway network and TDM system developed by the Chicago Area
Transportation Study (CATS). Using capabilities of existing standard transportation
planning computer packages, a code was defined as part of the set of network attributes
to indicate those conditions (e.g. ramps, toll booths) where conditions of fuel enrichment
was likely to occur.
RECOMMENDATIONS
The current generation of travel demand models do not provide the detailed second-by-
second vehicle operating data required to characterize modal emissions operations.
Until these capabilities exist, a practical network-based approach to account for
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non-FTP driving is to use the LADCO approach, Method 5 described above. Looking
towards methodologies that could be developed in the near-term future, different
concepts have emerged:
1. Develop profiles of emissions behavior into common blocks of
performance (e.g., profiles of time spent at idling, accelerating, and
decelerating for typical vehicular movements by facility type) so that less
detailed vehicle operating information is required (may include gathering
second-by-second data to provide modal emission rates); and
2. Develop profiles of vehicle operating behavior by level of service (LOS)
and facility type, and linking those profiles with TDM outputs (may include
gathering new dynameter data on representative cycles).
Of the two concepts outlined above, it is recommended that Concept 2 be used as part
of their near-term travel demand and emissions modeling processes because:
In the near-term, it could be integrated directly into current TDM
procedures, and
It will produce the necessary outputs required for inputs into the emissions
modeling process.
The collection of new second-by-second emissions data, however, still will be required to
implement Concept 2. Such an approach currently is being developed by Sierra
Research, Inc., in work being sponsored by FHWA, EPA, and the National Cooperative
Highway Research Program. Facility-specific speed correction factors are being
developed for incorporation in EPA's MOBILE5A and CARB's existing EMFAC7F
emissions factors models.
Presented below are a set of recommended analytical steps to identify and account for
the likely enrichment events within the framework of the TDM highway network. It
should be noted that Concept 2 is identified as Step 1 in this process.
Step 1 - Identify Criteria for Non-FTP Highway Network Coding Scheme.
Highway network components that are typically causing high engine load
situations should be identified. These components may include freeway
on-ramps, grade sections, uneven terrain sections, freeway weaving and
merging areas, toll-booths, construction areas, areas with high air
conditioning usage, and other fuel enrichment situations. Subsequently,
these network components should be based on simple parameters such as
facility type, number of lanes, traffic control characteristics, type of section
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(merging, weaving, etc.), and volume-to-capacity ratio.
Step 2 - Identify Non-FTP Vehicle Activity Percentage and Emissions
Rates for Each Fuel Enrichment Network Link. Using research findings
from modal emissions projects outlined above, identify percentages or
percent ranges of vehicles whose performance is outside the FTP profile
for each highway network link with likely high engine load situations.
Then identify the emission rates for non-FTP vehicles by vehicle type
(passenger car, light duty truck, heavy duty truck, etc.).
Step 3 - Code Scheme into the Flighway Network. Each of the highway
network components with high engine loads can then be assigned specific
codes. This may include re-classifying current ramp coding schemes.
These codes can be later used to identify and summarize travel
performance measures for each non-FTP network link output from the trip
assignment step of the modeling process.
Step 4 - Run Trip Assignment to Identify Inputs for MOBILE Runs. The
travel demand model trip assignment step can be run to identify travel
outputs (speeds and VMT distributions) that are required as inputs for the
MOBILE model. Recent observed data can be used to validate TDM
output travel speeds by facility type.
Step 5 - Run Modified MOBILE Model and Estimate Emissions. Once
the above procedures have been developed, run the MOBILE model using
the outputs generated from Step 4 to estimate mobile emissions.
The analytical method outlined above is a cost-effective and reasonable method for
near-term development and use by MPOs and State DOTs to identify probable
vehicular enrichment events and estimate their impact on emissions and air quality.
3.5 COLD START/HOT START/HOT STABILIZED WEIGHTING
FACTORS
This section presents methods for using TDM outputs in conjunction with locally
collected travel data to identify cold, hot, and hot stabilized weighting factors for
developing emission inventory inputs. Traditionally, TDMs have not been the basis for
estimating these weighting factors. Rather, travel surveys and other data have been
used to estimate default factors for input into emission inventories. Too often, these
default factors have been based on national data and do not reflect the different travel
characteristics associated from region to region. However, recent improvements in
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TDM software have provided MPO and State DOT analysts with enhanced modules
that can be used to trace and estimate cold start fractions.
METHODS
Travel demand models can be used to estimate start fractions and to develop weighting
parameters using the following methods:
Use the distribution of origin to destination trip travel times to estimate
percentage of operation in start mode;
Use the trip tracing option available in some TDM software packages
(i.e., MINUTP) to track percentage of starts on highway network links; and
Estimate trip start emissions explicitly as instantaneous emissions occurring
at the beginning of trips.
Other methods that can be implemented in metropolitan areas or states without TDMs
or without using TDM outputs include:
Analyze locally collected travel survey data to determine trip length and
weighting parameters; and
Conduct field studies to examine engine temperatures.
One limitation common to the three TDM methods described above is in determining
cold versus hot starts. Travel demand models do not now provide this type of
information. (Efforts, however, are now underway to incorporate the chaining of
individual trips into TDM systems. The availability of this trip chaining information
would permit the differentiation between cold and hot starts.) Therefore, this
information must come from other sources such as the analysis of travel survey data.
The methods described below are intended for application instruction.
Method 1 - Distribution of Travel Time/Travel Distance to Estimate Start and
Stabilized Operation
This method uses summary tables of travel times or travel distance distributions that can
be produced from the TDM process. The user should compute the total percentage of
travel time or travel distance of the identified trips exceeding established cut points for
start operation. All travel less than this cut point is assumed to be operating in the start
mode. All travel greater than this cut point is assumed to be operating in the stabilized
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mode. The use of the start mode specifications from the Federal Test Procedures
(FTP) are recommended to establish the cut points. These are travel times less than or
equal to 505 seconds or trip distances less than or equal to 3.59 miles. Other cut points
could be used if sufficient data can be provided to determine the time to catalyst
light-off temperature.
ADVANTAGES
Output can be disaggregated by trip purpose, time of day, and vehicle
class.
Resources required are minimal compared to other methods.
DISADVANTAGES
TDMs can only estimate start versus stabilized emissions, i.e. additional
data are needed to separate cold start from hot start.
Usefulness of results may be limited by TDM capabilities to predict time
of day or vehicle class variations.
Results applicable on a regional scale; not as detailed as other methods.
Method 2 - Use of TDM Trip Tracing Module to Track Percent of Starts on Links
Some TDM software packages have the capability to track travel in the start mode on
individual links by trip purpose. In this method, the software prorates the vehicle
packet on the link according to the distance traveled from the origin, a threshold
distance, and the length of the link. The user specifies a threshold distance or travel
time for the start period. During the trip allocation step, all travel up to the threshold
time or distance is assumed to be start mode operation. The threshold distance is a
user-specified option. In the absence of other data, a distance for the start mode of
505 seconds or a distance of 3.59 miles should be used (corresponding to the FTP start
mode specifications).
ADVANTAGES
Possibility exists to develop start fractions on a link-by-link level which
provides improved spatial allocation of emissions.
Results can be aggregated to provide more regional estimates of weighting
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fractions.
DISADVANTAGES
Resource requirements are software-specific.
Does not provide a distribution between hot and cold starts and other data
sources are required to estimate this distribution.
Limited capability to handle time of day variations due to TDM
configuration.
Requires more computations to implement link-level start distributions
relative to Method 3, i.e. potentially, a separate series of emission factor
model runs are needed for each unique set of start and stabilized
distributions.
Method 3 - Treat Start Emissions Explicitly as Instantaneous Emissions Occurring at
Trip Start
In this method, all vehicle travel on TDM highway network links are assumed to be
operating in the hot stabilized mode. The incremental increase in emissions due to
vehicle starts are estimated separately and are spatially allocated at the beginning of
trips in TDMs. This method takes advantage of TDM capabilities to estimate the
number of trip starts at their beginning location rather than allocating start emissions as
part of travel on the links. This method requires separate estimates of start emission
factors from stabilized emission factors. This capability to estimate 100 percent start
emissions is available in the California ARE EMFAC model. Guidance for the
configuration of the MOBILE model runs to derive 100 percent start emissions is
provided in Procedures for the Emission Inventory Preparation, Volume IV: Mobile
Sources, Section 3.3.5.3.
ADVANTAGES
Estimates start emissions directly from TDM outputs (it does not apply
regional start distributions to local trip generation at the traffic analysis
zone (TAZ) where trips begin and end in TDMs).
Provides improved spatial allocation over Method 1.
Accuracy of spatial allocation is similar to Method 2.
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Computational requirements are lower than Method 2.
Application is not software specific.
DISADVANTAGES
Computational requirements are higher than Method 1.
Does not provide a distribution between hot and cold starts and other data
sources are required to estimate this distribution.
Limited capability to handle time of day variations due to TDM
configuration.
RECOMMENDATIONS
Each of the methods presented above can be implemented by MPOs and State DOTs in
order to identify cold, hot, and hot stabilized weighting factors. The implementation of
a given method will be dependent on the availability of TDMs, travel survey data, and
applicable TDM software (i.e., EMME/2, MINUPT, et al). For example, Method 1 can
be implemented by most state and local agencies using currently available TDM systems
and default parameters specified in the Federal Test Procedures. The implementation
of Method 2 is dependent on the TDM software currently used by an MPO or State
DOT. At this point in time, MINUTP is the only TDM software package that has
developed specific modules designed to trace cold start trips within the TDM trip
assignment. Therefore, for those MPOs and State DOTs using other TDM software
such as EMME/2 and TRANPLAN, this method cannot be immediately applied.
Method 3 can be implemented more cost effectively than the previous method and
provides more robust results compared to the previous two methods.
3.6 TRIP DURATION
This section presents an outline for using travel survey data to estimate trip duration
associated with trip chaining behavior for air quality analysis. This analysis will use
similar techniques described for Method 1: Distribution of Travel Time/Travel
Distance to Estimate Start and Stabilized Operation to estimate factors for splitting
TDM generated vehicle trip tables into "hot start" and "cold start" tables. These split
factor tables will be used to estimate the proportion of vehicle operating modes
associated within the individual household trip chains. These proportions can be used
to identify refined trip duration profiles for use in MOBILE to improve running loss
estimates. Development of the proposed method will be based on household travel
survey data, which are commonly collected in many metropolitan areas and states for
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use in developing TDMs.
Metropolitan Planning Organizations and State DOTs have typically conducted
household travel surveys to provide information for estimating TDMs. Nearly all major
metropolitan areas throughout the country have conducted at least one such survey in
the past decade. In these surveys, activity or travel diary information is collected, which
provides details on all trips made by household members over a recent period, usually
for a specified travel day (covering 24-hours). Many household travel surveys are
conducted to gather information on specific vehicle usage, as well as person travel. In
others, information on vehicle use can be implied, at least for the purpose of estimating
the proportion of trips made within a short period of time following a previous trip.
METHOD
The method described in this section can be implemented using household travel survey
data. Additional testing and analysis of this method should consider a variety of other
survey types. For example, the travel characteristics of metropolitan areas differ
considerably depending on the availability and use of transit, transportation system
configuration, and land use/socioeconomic patterns. In addition, household travel
surveys can be collected using different approaches including trip versus activity-based
and telephone interview versus mail-out/mail-back.
For use within the method described below, the household travel survey dataset should
contain the following information:
Trip diary data collected from all licensed drivers within a surveyed
household over at least a 24-hour period;
Departure and arrival times for all trips made by household members; and
Trip purposes for at least home based work, home based non-work, and
non-home based (definitions may vary among survey types).
Once the survey dataset meets the criteria described above, the following procedures
should be used to implement the proposed method:
Step 1 - Build and Process Household Survey Datasets. The user should
identify the statistical software package, such as SPSS or SAS, that will be
used to create the base datasets containing the household travel survey
information to be analyzed. The statistical software selected for preparing,
processing, and analyzing the travel survey datasets will be dependent on
the needs and knowledge of the user. Each of the subsequent steps
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outlined in this method consider the use of statistical software to perform
the analytical steps.
Step 2 - Categorize Survey Trips. The user should categorize all of the
vehicle (i.e., driver) trips contained in the dataset for each trip purpose
using the following criteria:
Category 1. Trips starting within the "hot start period" following
another trip made with the same vehicle;
Category 2. Trips not starting within the "hot start period" following
another trip made with the same vehicle; and
Category 3. First trip of the day using the vehicle.
Step 3 - Develop Survey Proportions by Area and Household Types. The
user should examine the survey dataset to determine how the proportion of
trips falling into each category varies by area (CBD, rural) and household
characteristics (auto ownership) specified for the metropolitan area.
Step 4 - Refine Trips by Category. For the first household trip of the day
(Category 3), the user should determine whether this trips could possibly
fall into Category 1. For example, most trips are typically made within the
"hot start period" since the start of the travel day. In addition, Category 1
trips are typically made since the last trip at the end of the previous travel
day. Since previous trip making information is not typically available, the
end of the actual travel day could be used as a proxy. For survey datasets
without vehicle usage data, the user should examine the feasibility of
estimating or inferring these variables. Many trips will clearly be
categorized outside of Category 2, even without specific vehicle usage
information. This will include trips not beginning within the "hot start
period." In addition, many other trips will be easily categorized, including
trips by single car households, most, non-home based trips, and trips made
when all other vehicles are clearly not available. Since these account for
the vast majority of trips, it may be reasonable to place the few remaining
trips into Category 2.
Step 5 - Create Trip Factors in the Dataset Within the survey sample,
the user should create the factors used to split TDM generated vehicle trip
tables by trip purpose into the three categories. These split factor tables
can be used to estimate the proportion of vehicle operating modes
associated within the individual household members trip chain.
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Step 6 - Apply Factors in the TDM. The user should apply the factors
created for the sample dataset across the vehicle trip tables by trip purpose
within the TDM in order to determine the impacts of trip duration and
operating mode associated with typical trip chaining behavior. The factors
would be applied to the trip tables by trip purpose generated through the
TDM process.
The TDM outputs (trip tables) generated using this method will identify the impacts of
trip chaining and vehicle operating modes on the duration of trips. Traditionally, TDM
vehicle trip tables are segmented by trip purpose. For example, trip segments from
home to work or home to shop that are represented in the TDM do not take into
account trip chaining behavior associated with each trip. Linking these trip segments
together using household travel survey data will provide better estimates of trip length
distributions and duration. These resulting trip tables can be run with the trip
assignment step of the TDM process to identify potential impacts and to compare
results with previous trip tables related to VMT, VHT, and VHD.
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USE OF LOCAL DATA FOR VMT
PROJECTIONS
This section presents guidance for gathering and using local data to develop forecasts of
vehicle miles of travel (VMT) for use in emissions modeling. Various methods have
been traditionally used by MPOs and State DOTs to estimate future VMT forecasts
including the following analytical tools:
Socioeconomic Forecasts and Economic Growth Factors;
Traffic Growth Trends; and
Travel Demand Models (TDMs).
The sections below present summaries of the current practice in forecasting VMT and
outlines of applicable methods and procedures for developing VMT forecasts using
socioeconomic and economic growth factors, traffic trends, TDMs, HPMS data, and
combinations of these analytical tools. Recommended methods are also presented for
those MPOs and State DOTs with and without TDMs.
4.1 CURRENT VMT FORECASTING PRACTICE
Socioeconomic forecasts of population, employment, income, and other variables are
used by many State DOTs to project VMT on federal and state designated roadways.
These forecasts of socioeconomic activity are typically used with observed baseline
traffic count data (i.e., traffic data collected at permanent count locations) to generate
future estimates of VMT. Traditionally, socioeconomic forecasts have been generated
in-house by many State DOTs. In some cases, statewide socioeconomic forecasts also
can be obtained for a nominal fee from private firms such as the National Planning
Association Data Services, Inc. (NPA). The NPA develops socioeconomic forecasts of
employment, population, income, and other variables for 50 states at the statewide and
countywide levels.
State DOTs and MPOs without TDMs have also used the Economic Growth Analysis
System (E-GAS) to develop VMT forecasts for emissions inventories. The primary
purpose of E-GAS is to provide emissions growth factors for non-attainment areas.
Detailed descriptions of the E-GAS model is presented in Section 4.2.
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Travel demand models use either land use or socioeconomic data as the initial input in
the traditional four-step modeling process of trip generation, trip distribution, mode
choice, and trip assignment. For future year analyses, forecasts of land use or
socioeconomic forecasts are used to generate the travel demand expected in the future.
In many cases, socioeconomic forecasts may be derived through a process of inter-
jurisdictional negotiation and sometimes represents an over estimation of potential
future growth in a given metropolitan area or state.
Travel demand models are typically used to generate systemwide future VMT estimates
based on the roadways that represent the region's highway network. These TDM
highway networks, however, do not typically consider all roadways. For example, many
urban local, collector, and minor arterial roadways are not represented in an urban
TDM highway network. Highway Performance Monitoring System (HPMS) outputs on
the other hand report VMT for many of the rural and urban roadways (i.e., local
roadways) not reported in TDMs. Because of these inconsistencies in reporting, MPOs
traditionally have developed factors to match TDM future forecasted VMT output with
HPMS future VMT output. State DOTs face similar reporting inconsistencies with
TDM and HPMS VMT outputs. For example, State DOTs code less detail into their
statewide TDM highway networks than is contained in a MPO urban-area network
because of the inter-state (versus inter-regional emphasis of MPO TDMs) nature of
statewide TDMs.
Most TDMs developed by MPOs also consider only passenger travel. Therefore,
developing forecasts of passenger vehicle VMT is relatively straight forward. On the
other hand, a small number of MPOs have developed truck or commercial vehicle
models based on observed data (i.e., commercial fleet travel surveys). Several other
MPOs have developed truck or commercial vehicle models based on commercial vehicle
factors obtained from other areas or collected locally. These truck factors have been
used to adjust TDM passenger vehicle outputs to generate truck or commercial vehicle
VMT. For example, in 1992, the Maricopa Association of Governments (MAG)
developed a regional truck model using current truck travel survey data and traditional
four-step travel modeling procedures (e.g., trip generation, trip distribution, and trip
assignment). The truck demand relationships developed in Phoenix in 1992 were used
and formatted for the TDM update project for the Pima Association of Governments
(PAG) in 1993/1994.
Several State DOTs currently are developing new freight and passenger TDMs. In some
cases, such as in Oregon, the emphasis will be on freight demand modeling versus
passenger demand modeling. Unfortunately, only a handful of states have fully
implemented statewide freight models. Currently, MPO and State DOT TDMs generate
fairly accurate forecasts of future VMT for passenger vehicles whereas most of these
agencies do not forecast the same level of accuracy for truck or commercial activity.
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HPMS datasets contain current and future forecast (e.g., 20 year horizon) estimates of
Average Annual Daily Traffic (AADT). Individual State DOTs are responsible for
developing the future forecasts of AADT for each sample segment contained in this
dataset. FHWA may also evaluate the forecasts developed by State DOTs using simple
reasonableness checks and suggest revisions to the forecasts.
The methods used to develop forecasts contained in the HPMS datasets consider
projections of past traffic trends observed on the roadway functional class system
maintained and operated by the state. This method tends to over estimate future
estimates of VMT because of the inherent bias of trendline data. For example, future
estimates will likely be dependent on variables that have not (and will not) affect past
trends of VMT such as socioeconomic growth, increased interstate through travel
(e.g., vehicles with origins and destinations outside of the particular geographic area of
study), and future roadway congestion. In addition, HPMS VMT estimates for a
congested urban region are expected to be much higher than similar estimates for a
rural region with limited traffic congestion. State DOTs have used a general method to
adjust for this bias by developing regional factors to dampen potentially high forecasts of
future VMT.
METHODS
The purpose of this section is to provide local agencies with guidance in using available
analytical methods to more accurately forecast future VMT. The following methods
consider applying several analytical models, datasets, and procedures in order to
generate locality-specific future VMT forecasts for metropolitan areas and states with
and without TDMs. Typically, those areas without TDMs should rely upon
socioeconomic and traffic trend growth factors while areas with TDMs should focus on
using TDMs. Metropolitan Planning Organizations and State DOTs should also
consider consistency issues related to TDM and HPMS dataset outputs when developing
future VMT forecasts.
In many cases, combinations of socioeconomic, traffic trends, TDMs, and HPMS
datasets can be effectively used by MPOs and State DOTs to predict future VMT.
These analytical tools are sometimes used in combination in order to identify urban and
rural activity within a given metropolitan area. For example, HPMS datasets contain
future forecasts of VMT for lower-level (e.g., local roadways) and rural area roadways
while TDMs are used to forecast VMT for urban area and higher-level roadway
functional classes such as freeways, highways, and arterials. These tools in combination
can be used by MPOs or State DOTs to predict future VMT for all roadway functional
classes.
State-of-the-practice methods are presented in the following subsections for MPOs and
State DOTs with and without TDMs.
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4.2 VMT FORECASTING FOR AREAS WITHOUT TRAVEL DEMAND
MODELS
Several non-TDM analytical procedures are available for MPOs and State DOTs to
develop base year and future forecasts of VMT. These techniques tend to focus on
developing VMT forecasts by using socioeconomic growth factors, traffic trends, and
economic trends. In some cases, using combinations of these techniques can be used to
generate VMT forecasts. The methods presented below can be used by MPOs and
State DOTs to project VMT without the use of TDMs AND ALSO can be used to
validate or check VMT forecasts generated by TDMs.
METHOD 1. SOCIOECONOMIC FORECASTS WITH OBSERVED BASE YEAR TRAFFIC
DATA
Base year and future year forecasts of socioeconomic activity are generated by the
majority of MPOs and State agencies (in some cases DOTs). These forecasts are
generated to predict a number of variables from travel demand to population and
employment activity at the statewide and regional levels. At the statewide level, these
forecasts tend to contain statewide and regional (by county) estimates of population
growth, employment growth by various sector (i.e., retail, construction, farming), and
income growth. If unavailable, statewide socioeconomic forecasts can also be obtained
from private vendors.
Metropolitan Planning Organizations tend to develop future forecasts of socioeconomic
activity for the same reasons specified above for State DOTs. Historically, these data
are generated for smaller geographic units than the statewide forecasts in order to
perform more disaggregate and detailed urban transportation and air quality planning.
For example, socioeconomic forecasts developed at the MPO level tend to be
disaggregated by Census Tract and Block.
Socioeconomic forecasts can be used in conjunction with observed base year average
annual daily traffic (AADT) estimates to generate future estimates of VMT by roadway
functional class. The general steps required to implement this method include:
Step 1. Identify Base Year AADT. The user should identify the base year
AADT to be used in order to generate future VMT. This AADT should
be disaggregated by roadway functional class (i.e., interstate, principal
arterial) and area type (i.e., urban, suburban, rural). Depending on the
State DOT, the user may be able to draw upon several in-house datasets
to identify estimates of base year traffic activity. The HPMS dataset
should be the first choice of the user in identifying base year VMT
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because it contains estimates of traffic data by functional classification for
the entire statewide roadway system. Historically, State DOTs collect
traffic count data at selected roadway locations throughout the state in
order to represent daily traffic conditions on a variety of roadway
functional classes. These data are typically built directly into HPMS
datasets. The user could also use data obtained directly from the
automated permanent traffic count location datasets. These data are
collected in order to monitor traffic congestion and traffic activity at
bridge, tunnel, county and state line areas. Permanent traffic count
locations tend to be collected and monitored on a daily basis. Depending
on the State DOT, traffic count data are also collected at key locations
every two or three years and may also be collected for specific corridor,
regional, and subarea transportation planning studies.
Step 2. Identify Base Year Socioeconomic Estimates. The user should
identify the appropriate analysis year for the base line socioeconomic
estimates. Base year estimates should be based on observed data such as
the 1990 Census. This will ensure that baseline socioeconomic estimates
are grounded with observed socioeconomic characteristics and do not
represent a short-term forecast. For example, a given MPO or State DOT
could forecast socioeconomic activity for five year increments over a
twenty year period from 1990 to 2015. In this case, the base year
socioeconomic estimate for 1990 is based on the latest Census data.
Therefore, for subsequent analysis in 1995, the agency should either
maintain 1990 as its base year estimate of socioeconomic activity or
estimate new base year activity based on primary survey data collected to
represent 1995 socioeconomic conditions. It should not use the 1995
incremental forecast to represent base year conditions.
Step 3. Identify Future Year Socioeconomic Forecasts. The user should
obtain future year socioeconomic forecasts from the appropriate agency or
private vendor. These forecasts must be accepted by local agencies and
jurisdictions. Most MPOs develop locally supported socioeconomic
forecasts that consider the approval of local jurisdictions. For example,
local jurisdictions (i.e., cities, towns, and counties) that make up a
particular MPO geographic area help the MPO identify locality-specific
base and future year employment and population estimates. This typically
involves a formal process in which socioeconomic estimates are approved
and finalized with local and regional input. If socioeconomic forecasts are
obtained (i.e., purchased) from a vendor, then the particular agency should
develop a mechanism designed to review, update, and finalize the
forecasts prior to use.
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Step 4. Develop Socioeconomic Growth Factors. The user should
develop socioeconomic growth factors based on the estimates obtained for
the base and future years in Steps 2 and 3. The growth factors should be
developed at the disaggregate level to represent the geographic units of
interest. For example, growth rates could be developed by individual
county if the scale of analysis is statewide or by State DOT District
designations. Growth rates could be developed at the Census Tract or
Census Block level to represent a metropolitan area. Optimally, growth
factors should be annualized and developed for five year increments in
order to identify short, medium, and long term socioeconomic activity.
Step 5. Develop Future VMT Forecasts. The user should apply the
disaggregate socioeconomic growth factors developed in Step 4 with the
base year AADT to forecast future VMT. Growth factors should be
applied to predict VMT by roadway functional class and area type by each
of the 5-year increments specified by the analyst.
Step 6. Verify and Adjust Future VMT Forecasts. The user should verify
the future VMT forecasts developed in Step 5 in order to confirm the
reasonableness of the results. Several sources of information can be used
to perform this task including:
The monthly "Traffic Volume Trends" prepared by U.S. DOT and
FHWA. This publication compares VMT growth trends from year-
to-year for various locations throughout the United States. The
user can use previous monthly publications of this document in
order to identify VMT growth trends reported for their given area
and to identify reasonableness checks for future VMT estimates.
The recent report titled "Commuting in America II" prepared by
Alan Pisarski of the ENO Transportation Foundation, Inc. This
article represents the second national report on commuting patterns
and trends in the U.S. It identifies the past trends of, and in some
cases, identifies the future forecasts of various population,
employment, and travel statistics at the national, state, and
metropolitan area levels. The user can use the statistics contained
in this report to help verify future VMT forecasts. Examples of
information provided in this publication include travel and
economic variables that have contributed to recent increases
(i.e., "booms") of worker, private vehicle, suburban commuting, and
emerging trends.
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In work performed by the U.S. Department of Transportation's
Volpe National Transportation Systems Center in support of the
"Car Talk" analysis of greenhouse gases, Schimek and Pickrell
examined factors contributing to VMT growth between 1950 and
1990, and how they changed over this four decade period. These
factors included consideration of the population 16 years and older,
the percent of licensed drivers, labor force participation,
demographics, suburbanization, vehicle ownership per licensed
driver, annual VMT per vehicle, fuel price, and fuel economy.
Estimates of future year VMT growth, extending to the year 2030,
were based on projected changes in these underlying factors. These
factors of future VMT growth are generally lower than the
historical rate of VMT growth because many of the individual
factors that have contributed to this historical growth are projected
to slow during coming decades.
The relationship of density-VMT also can be explored as a means
to check the reasonableness of VMT forecasts generated by
alternative forecasting methods (refer to Section 4.4).
The user can also compare newly generated VMT with previous VMT forecasts. This
procedure provides the user with another, locally based, validation check. Based on the
validation results, the user should adjust the initial VMT forecasts with one or more of
the sources mentioned above.
ADVANTAGES
Applicable at the state and metropolitan area levels.
Does not require a TDM.
DISADVANTAGES
May not provide the same level of accuracy as TDM generated VMT
forecasts.
May underestimate future VMT.
METHOD 2. SOCIOECONOMIC FORECASTS COMBINED WITH TRAFFIC TRENDS
This method is very similar to Method 2 described in the previous section. While
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Method 2 uses socioeconomic forecasts with base year traffic data to generate future
VMT forecasts, this method uses traffic trend data along with socioeconomic forecasts
to generate future forecasts of VMT. The application of traffic trends in conjunction
with socioeconomic forecasts provides the user with more reliable estimates of future
VMT than otherwise generated through the use of only socioeconomic growth factors.
The general steps required to implement this method are provided below.
Step 1 - Identify Base Year AADT. The user should identify the base
year AADT to be used in order to generate future VMT. The user should
follow the same procedures outlined in Step 1 for Method 2.
Step 2 - Develop Traffic Trend Profiles. The user should develop
profiles of traffic trend data that may be maintained and made available
by state and local agencies. If available, the user should identify traffic
counts for selected roadway functional class locations and for selected past
years throughout the metropolitan area or state. For example, State
DOTs tend to collect traffic count data at permanent roadway locations
throughout the statewide highway system. These count locations typically
remain the same from year-to-year in order to provide states with
consistent traffic count data for use in evaluating traffic congestion and
other related transportation issues. If possible, it is recommended that the
user develop past traffic trend profiles for samples of roadway functional
classes (i.e., interstates, principal arterials, minor arterials) by five year
increments going back at least twenty years using available traffic data. If
this level of traffic data is not available, it is recommended that the user
develop traffic trend profiles using as many consistent data points (past
years) as possible.
Step 3. Analyze Traffic Trend Profiles. The user should analyze the
traffic trends developed in Step 2 to identify past trends by roadway
functional class for short, medium, and long term periods. This Step
should be performed in order to evaluate and identify the fluctuations of
traffic trends for various time periods that can be attributed to past
economic and socioeconomic phenomena such as the energy crisis of the
early and late 1970's and the changing work force mix over the past
twenty years. Once evaluated, the user will have a better understanding of
the socioeconomic and economic characteristics that impact overall VMT.
Step 4. Identify Base Year Socioeconomic Estimates. The user should
identify the appropriate analysis year for the base line socioeconomic
estimates. The user should follow the same procedures outlined in Step 2
for Method 2.
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Step 5. Identify Future Year Socioeconomic Forecasts. The user should
obtain future year socioeconomic forecasts from the appropriate agency or
private vendor. The user should follow the same procedures outlined in
Step 3 for Method 2.
Step 6. Develop Socioeconomic Growth Factors. The user should
develop socioeconomic growth factors based on the traffic trends
developed and analyzed in Steps 2 and 3 and the base and future
socioeconomic analysis years established in Steps 4 and 5. As part of this
Step, the user should also evaluate the socioeconomic variables that
closely reflect or represent past traffic trends. For example, employment
growth, rather than population growth or a combination of population and
employment growth, may be used as the basis for developing growth
factors. In this case, employment growth may display a stronger historical
relationship to traffic growth for a given area than other socioeconomic
indicators. In specific situations, population, employment and population,
or other socioeconomic variable (auto ownership, income level) growth
may reflect the appropriate relationship with past traffic trends. As with
Method 2, the growth factors should be developed at the disaggregate
level to represent the geographic units of interest. Optimally, growth
factors should be annualized and developed for five year increments in
order to identify potential short, medium, and long term growth.
Step 7. Develop Future VMT Forecasts. The user should apply the
socioeconomic growth factors developed in Step 6 with the base year
AADT identified in Step 1 to forecast future VMT. Growth factors
should be applied to predict VMT by roadway functional class and area
type for short (5-year), medium (10-year), and long (20-year) term
increments.
Step 8. Verify and Adjust Future VMT Forecasts. The user should verify
the future VMT forecasts developed in Step 7 in order to confirm the
reasonableness of the results. The user should follow the same procedures
outlined in Step 6 for Method 2.
ADVANTAGES
Applicable at the state and metropolitan area levels.
Does not require a TDM.
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DISADVANTAGES
May not provide the same level of accuracy as TDM generated VMT
forecasts.
METHOD 3: ECONOMIC GROWTH ANALYSIS SYSTEM (E-GAS)
The Economic Growth Analysis System (E-GAS) has been used to develop VMT
forecasts for emissions inventories in urban areas without TDMs. The primary purpose
of E-GAS is to provide emissions growth factors for non-attainment areas. The E-GAS
model and software was developed by the TRC Environmental Corporation for the
EPA.
Several options for projecting highway mobile source activity were considered for E-
GAS. These include relatively simple trend-based approaches as well as more
sophisticated models comprised of detailed national level projections based on
econometric methods. The method used in E-GAS to develop VMT growth factors
considers the following two phases:
Phase 1. In the first phase, linear regression of HPMS VMT data from
1985 through 1990 is used to project VMT for each year through 1996.
This analysis was based on the "Historical Area-Wide VMT Method" in
EPA's guidance which calls for an ordinary least squares linear regression
extrapolation of the area's 1985-1990 HPMS reports for Federal Aid
Urbanized Areas (FAUA). Since this method relies on a fairly limited
historical data set, the EPA guidance restricts its usage to short-term
projections. Thus, a second phase of E-GAS VMT growth factors was
developed for beyond 1996.
Phase 2. The second phase is based on overall national VMT growth as
projected by the EPA MOBILE Highway Fuel Consumption Model. This
national growth estimate is allocated to individual E-GAS geographic
areas using the relative population growth predicted by that particular
urban area's Regional Economic Model Incorporated (REMI) generated
population projection. The national EPA VMT projections are based on
longer-term VMT trends and thus are not affected by short-term
fluctuations in VMT. Since this trend is essentially linear, only the overall
growth rate to 2015 is used in E-GAS.
For many urban areas, the forecasts from the first and second E-GAS projection phases
are reasonably consistent. Inconsistent forecasts are generally due to the influences of
short-term economic fluctuations affecting the underlying HPMS data used to construct
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the Phase 1 growth factors. However, the authors of the E-GAS Manual emphasize that
the user should consider using more reliable and accurate HPMS or locality-specific
datasets rather than the E-GAS approach. Furthermore, EPA suggests the use of
TDMs when available in urban areas, as cited in EPA's Section 187 Forecasting and
Tracking Guidance, as the preferable approach to predicting truck and passenger vehicle
VMT.
ADVANTAGES
Applicable at the state and metropolitan area levels.
Does not require a TDM.
DISADVANTAGES
May not provide the same level of accuracy as TDM generated VMT
forecasts.
Relies exclusively on EPA's national forecast of VMT growth.
May underestimate future VMT.
4.3 VMT FORECASTING FOR AREAS WITH TRAVEL DEMAND
MODELS
Various TDM analytical procedures are available for MPOs and State DOTs to develop
base year and future forecasts of VMT. The majority of these techniques focus on
predicting future forecasts of passenger or automobile VMT. Historically, MPOs and
State DOTs have forecasted future commercial or truck VMT using commercial vehicle
factors that are generated from observed vehicle classification data and applied to TDM
generated outputs for passenger vehicles. The methods presented in this section
consider techniques to disaggregate total estimated VMT by passenger and commercial
vehicles. The methods also consider techniques to reconcile the potential differences
between TDM and HPMS dataset generated VMT outputs.
METHOD 4. DEVELOP TDM-GENERATED PASSENGER VEHICLE VMT FORECASTS
This method uses the TDM process as the basis to generate future forecasts of
passenger vehicle VMT. This process is straight forward for MPOs and State DOTs
with current TDM systems. Users should consider using the appropriate method shown
in the previous cases of MPOs and State DOTs with TDMs currently under
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development or planned for development in the short term.
Transportation modelers at MPO and State DOT agencies should conduct the following
TDM evaluation analysis in order to ensure that future VMT forecasts generated from
the TDM process are as representative of future conditions as possible and that local
jurisdictions fully understand and accept the agencies modeling practice.
Document TDM Development Fully document TDM data, assumptions,
models, calibration, and validation procedures used to estimate base year
models. Documentation plans have been traditionally developed at the
MPO and State DOT levels in order to provide local jurisdictions and
TDM users with an understanding of the underlying data and assumptions
used to develop the base year models. This step should be expanded to
include short courses sponsored by MPOs and State DOTs about the
TDM development and application process to area agencies that must use
and rely on TDM outputs for local transportation planning efforts.
Local Review of Socioeconomic/Land Use Forecasts. Metropolitan
Planning Organizations and State DOTs typically develop the
socioeconomic or land use forecasts used in the TDM process to generate
future forecasts of travel. In some cases, the agencies responsible for
modeling in a given metropolitan area or state develop a first draft of
socioeconomic/land use forecasts for local jurisdictions to review,
comment, and revise as necessary. This review process should be
associated with the development of regional and state TDM systems in
order to obtain local acceptance and approval of the data used to drive
the future travel forecasts. It is recommended that standing technical
advisory committees be formed to conduct this review process in order to
develop locally accepted socioeconomic forecasts.
Metropolitan Planning Organizations and State DOTs, upon local jurisdiction approval
of the TDM process and socioeconomic or land use forecasts, will increase the level of
local understanding and acceptance of the TDM outputs generated for their particular
region. It is recommended that MPOs and State DOTs cross-reference the non-TDM
methods for use in checking or confirming the reliability of the TDM-based forecast.
The direct result of these processes will be increased accuracy of base and future
forecasts of VMT and other regional travel characteristics.
As discussed in Section 3.1 of this report, optional procedures were presented in order
to generate consistent passenger vehicle future VMT from TDMs and HPMS datasets.
This reconciliation of TDM and HPMS dataset future forecasts of VMT should also be
implemented as part of this method. These procedures are required to generate
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consistent VMT estimates from TDMs for roadway functional classes within HPMS for
use in developing regional emissions inventories. Typical inconsistencies of VMT
estimates include:
Facility types coded within TDM highway networks that do not directly
match the functional class system within HPMS; and
In most metropolitan areas, travel demand modelers have developed
conversion factors in order to match TDM estimates of VMT with HPMS.
The development of these factors varies by metropolitan area depending
on the facility types coded within the TDM highway network and the level
of inconsistency between TDM facility types and HPMS functional classes.
The optional methods presented briefly below are described in detail in Section 3.1.
Option #1. Code HPMS Identifier in TDM Highway Network. Roadways
within TDM highway networks are represented by a series of link
attributes typically consisting of anode and bnode designations, distances,
speeds, capacities, and facility types. In most TDM software, additional
fields are provided to incorporate user-specified attributes such as number
of lanes, planning areas (i.e., neighborhoods, towns/cities), area types
(i.e., rural, suburban, urban, CBD), and traffic screenline locations. This
method involves incorporating HPMS identifier codes as an attribute for
each link within the TDM highway network to improve the development
of TDM to HPMS conversion factors. This coding scheme will provide
the user with a mechanism to automate the conversion of TDM highway
network VMT by coded facility types to match HPMS VMT. However,
because TDM highway networks typically do not contain local roadway
facility types, the unique conversion factors for local roadways (developed
by the MPO) should be maintained.
Option #2: Match Highway Network Facility Types with HPMS
Functional Classifications. This method is very similar to the above
method with the exception that the facility types coded within the TDM
highway network link attribute file will be consistent with the functional
classifications coded within HPMS. Therefore, the development of
conversion factors will not be required because of this direct cross
referencing system.
Option #3: Post Processor for Air Quality (PPAQ). This optional
method for VMT reconciliation is not presented in Section 3.1. This
system automates the application of HPMS to TDM conversion factors
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that have historically been developed by MPOs and State DOTs. The
Post Processor for Air Quality (PPAQ) software (developed by Garmen
Associates) contains a module that applies VMT adjustment factors to the
hourly link volumes generated by TDMs. These adjustment factors are
based on the link records contained in the HPMS dataset. The TDM
output volumes are adjusted to account for a variety of factors including
daily/seasonal variations, TDM and HPMS VMT reconciliation, and
impacts of congestion mitigation strategies. VMT adjustment factors are
computed outside of PPAQ and input into the system using a series of
adjustment files. The adjustment factors can be expressed as arithmetic
functions (addition or subtraction, multiplication) that can be applied to
the transportation network roadway coding scheme. Coding schemes can
be developed using a combination of variables including area type, facility
type, or time of day VMT outputs. The factors are typically applied either
before speed calculations, so that they will affect the speed estimate, or
afterward, so that speeds are unaffected.
The advantages and disadvantages of Method 4 are presented below.
ADVANTAGES
Applicable at the state and metropolitan area levels.
Provides consistency between HPMS and TDM VMT outputs.
VMT forecasts based on accepted and approved TDM processes.
DISADVANTAGES
Approval process requires extensive agency time and resources.
The following methods present options to generate truck or commercial vehicle future
VMT using passenger vehicle-based TDMs and commercial vehicle factors. Historically,
passenger and commercial VMT has grown at different rates. In order to identify this
difference, it is recommended that different procedures be used to forecast VMT for
passenger and commercial vehicles. Historically, MPOs and State DOTs have focused
on developing TDMs that consider average weekday passenger travel conditions.
Typically, truck or commercial models are estimated as a separate submodel of the
overall urban area TDM system. The level of truck model sophistication tends to vary
by urban area. For example, a small number of larger MPOs have developed a series of
robust and unique truck trip generation, trip distribution, and trip assignment models
based on observed local commercial vehicle travel data collected through the
implementation of user travel surveys.
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Some MPOs have developed truck or commercial vehicle models based on commercial
vehicle factors obtained from other areas or have developed factors from observed
traffic count data (e.g., truck-to- total traffic count factors). These truck factors are
typically used to adjust TDM passenger vehicle outputs to generate truck or commercial
vehicle VMT. The methods presented below consider using urban truck demand
models, and in the case of urban areas without truck models, alternatives to traditional
truck factoring routines, in order to generate future truck VMT.
METHOD 5: DEVELOP TRUCK DEMAND MODELS
Generating future truck VMT is straight forward for those MPOs and State DOTs which
have developed regional truck or freight travel demand models. These modeling
systems typically contain elements of the traditional four-step modeling process including
trip generation, trip distribution, and trip assignment that represent relevant local area
truck or commercial vehicle activity. Many larger MPOs have developed truck models
including the Maricopa Association of Governments (MAG), the Denver Regional
Council of Governments (DRCOG), the Chicago Area Transportation Study (CATS),
and the Houston-Galveston Area Council (HGAC). Several State DOTs are in the
process of developing statewide travel modeling systems that include truck or freight
travel demand models. These states include Michigan, Oregon, and Maine.
Vehicle miles of travel and other travel statistics are output from the TDM process
during the trip assignment step. These statistics can be generated per the specifications
of the modeler/analyst to meet the transportation and air quality planning needs of the
urban area or state. For example, future truck VMT can be output by vehicle class
which typically represent different trip purposes within the truck travel modeling system.
Heavy, medium, and light duty trucks could represent trip purposes 1, 2, and 3
respectively within the modeling system. Truck VMT activity can also be reported at
the roadway functional class level to identify freeway, principal arterial, minor arterial,
and collector roadway truck VMT.
ADVANTAGES
Applicable at the state and metropolitan area levels.
Can be developed as part of several TDM packages including EMME/2,
MICROTRIPS, MINUTP, TMODEL2, and TRANPLAN.
This method is based on observed data collected through the
implementation of user travel surveys.
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DISADVANTAGES
Time and budgetary resources required to develop truck models can be
significant.
Not currently available for the majority of urban areas and states.
May not be necessary for many urban areas.
METHOD 6: USE QUICK RESPONSE FREIGHT MANUAL
Chapter 7 of the Quick Response Freight Manual prepared for the Federal Highway
Administration by Cambridge Systematics in September 1996 presents various
procedures for adjusting passenger vehicle travel demand model outputs to conform to
external estimates of regional truck VMT, including HPMS estimates of VMT. The
recommended procedure for calibrating/replicating observed truck VMT estimates
considers comparing estimated truck model VMT generated from the trip assignment
step to an external VMT control total.
Tables 4-1 through 4-4 show the proportions of truck VMT to total VMT by functional
and vehicle class for five Metropolitan Statistical Areas (MSAs) throughout the United
States. This information is contained in the Quick Response Freight Manual. These
tables are based on HPMS data and reported truck VMT as a percentage of total VMT.
Metropolitan Planning Organizations and State DOTs typically prepare estimates of
total VMT for both current and future years. These agencies also calculate VMT
control totals by functional and vehicle class by multiplying the total area VMT by the
appropriate percentage reported in these tables.
The Quick Response Freight Manual recommends the following optional procedures for
MPOs and State DOTs to calibrate current and generate future truck VMT:
Trip Generation Option. Adjust the passenger vehicle TDM trip
generation rates to represent truck trip activity. These adjustments should
be applied to represent the difference between observed locality-specific
control truck VMT and estimated truck VMT (i.e., divide the control
VMT by the estimated VMT and multiply the ratio to the trip generation
rates). The resulting truck trip generation should then be run through trip
distribution and assigned to the highway network. Estimated VMT will be
output from the trip assignment step. The analyst should then compare
this estimated VMT to the control VMT total. If the closing criterion is
met, no additional iterations in the trip generation step would be
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necessary. However, if the closing criterion is not satisfied, this process
would be repeated until convergence is achieved.
Trip Distribution Option. The potential coarse definition of the traffic
analysis zones (TDM network representation of geographic areas) coded
within the transportation network may prove to be a greater source of
error in the interzonal distance matrix generated in the trip distribution
modeling step than in the trip generation rate definition modeling step .
If this is the case, the ratio of control truck VMT over the estimated truck
VMT would be used to adjust the origin-to-destination distance matrix in
the trip distribution modeling step. Once completed, the adjusted distance
matrix would be multiplied to the trip table to produce total VMT. Under
this option only one iteration would be necessary to implement since the
adjustments will result in complete convergence of the estimated VMT to
the control VMT.
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TABLE 4-1
4 TIRE COMMERCIAL VEHICLE VMT AS A PERCENTAGE OF TOTAL VMT
Highway Functional Class
MSA Population
0 - 100,000
100,000 - 250,000
250,000 - 500,000
500,000-1,000,000
over 1,000,000
Total
Interstate
4.8
4.8
4.6
4.6
4.3
4.4
Other
Freeway
5.4
4.5
4.4
4.3
4.4
4.4
Other
Principal
Arterial
6.4
5.3
5.3
5.2
5.3
5.3
Minor
Arterial
6.1
5.3
5.3
5.3
4.9
5.1
Collector
6.7
5.1
4.8
4.8
5.3
5.1
Total
6.0
5.1
5.0
4.9
4.8
4.9
Source: Quick Response Freight Manual.
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TABLE 4-2
6 TIRE, SINGLE UNIT COMMERCIAL VEHICLE VMT AS A
PERCENTAGE OF TOTAL VMT
Highway Functional Class
MSA
Population
0 - 100,000
100,000 - 250,000
250,000 - 500,000
500,000 - 1,000,000
over 1,000,000
Total
Interstate
1.9
1.8
1.9
2.0
1.8
1.8
Other
Freeway
1.7
1.7
1.7
1.6
1.7
1.7
Other
Principal
Arterial
1.7
1.8
1.7
1.8
1.7
1.7
Minor
Arterial
1.5
1.8
1.7
1.7
1.7
1.7
Collector
1.7
1.9
1.6
1.8
1.9
1.8
Total
1.7
1.8
1.7
1.8
1.7
1.7
Source: Quick Response Freight Manual.
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TABLE 4-3
6 TIRE COMBINATION COMMERCIAL VEHICLE VMT AS A
PERCENTAGE OF TOTAL VMT
Highway Functional Class
MSA Population
Class
0 - 100,000
100,000 - 250,000
250,000 - 500,000
500,000 - 1,000,000
over 1,000,000
Total
Interstate
7.6
5.7
7.2
6.5
5.3
5.7
Other
Freeway
2.5
2.7
2.8
3.0
3.0
2.9
Other
Principal
Arterial
2.3
3.1
2.8
2.8
2.8
2.8
Minor
Arterial
1.5
2.1
1.9
2.0
1.8
1.9
Collector
1.5
2.0
1.6
1.7
2.0
1.9
Total
2.8
3.1
3.3
3.4
3.3
3.3
Source: Quick Response Freight Manual.
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TABLE 4-4
PASSENGER VEHICLE VMT AS A PERCENTAGE OF TOTAL VMT
Highway Functional Class
MSA Population
Class
0 - 100,000
100,000 - 250,000
250,000 - 500,000
500,000-1,000,000
over 1,000,000
Total
Interstate
85.7
87.6
86.2
86.9
88.6
88.1
Other
Freeway
90.4
91.1
91.2
91.0
90.9
91.0
Other
Principal
Arterial
89.6
89.8
90.3
90.2
90.2
90.1
Minor
Arterial
90.8
90.8
91.1
91.0
91.6
91.4
Collector
90.1
91.0
92.0
91.7
90.8
91.1
Total
89.5
90.0
90.0
89.8
90.2
90.1
Source: Quick Response Freight Manual.
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ADVANTAGES
Applicable at the state and metropolitan area levels.
Can be used with several TDM packages including EMME/2,
MICROTRIPS, MINUTP, TMODEL2, and TRANPLAN.
Does not require a truck TDM.
Does not require a passenger vehicle TDM.
DISADVANTAGES
Not as accurate as truck TDM generated VMT forecasts.
METHOD 7: DEVELOP TRUCK TDM FACTORS
Metropolitan Planning Organizations and State DOTs without full truck demand models
have developed models based on truck factors. These factors are typically based on
observed traffic count data collected locally or by transferring truck model to passenger
model relationships from similar urban areas.
Data-based factors consider truck to total vehicle ratios collected locally by selected
roadway functional class and by relevant truck vehicle types. Once developed, these
ratios are applied to the MPO's passenger vehicle VMT outputs generated through the
trip assignment step of the TDM process. This process generates truck VMT outputs by
functional class and vehicle type. This approach is attractive to MPOs because the
VMT outputs consider the travel demand relationships (i.e., trip generation, trip
distribution, and trip assignment) produced by the local TDM modeling process.
Truck demand model-transfer based factors are developed by MPOs to consider truck
demand model relationships generated in similar urban areas. For example, the Tucson,
Arizona metropolitan area transferred the truck demand relationships estimated for the
Phoenix, Arizona metropolitan area. The Maricopa Association of Governments
(MAG) developed a full truck demand model for the Phoenix metropolitan area. The
Pima Association of Governments (PAG) used the demand relationships estimated for
Phoenix in conjunction with local truck count data to develop to generate locality-
specific truck demand models. This approach is attractive to MPOs because the VMT
outputs are TDM driven and also consider local data.
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Optional truck TDM factor development procedures are presented below:
Data-Based Option. Historically, this procedure has been used by MPOs
to develop future truck VMT estimates if full truck demand models are
not available. It is very similar to the procedures shown for Method 6:
Quick Response Freight Manual in that factors are used to adjust
passenger vehicle TDM outputs. Method 6 considers adjusting the trip
generation or trip distribution steps of the TDM process while this
procedure considers adjusting the trip assignment step to generate
estimates of future VMT by functional class and vehicle type based on
observed local data. The steps required to implement this procedure
include:
Use the TDM process to generate passenger vehicle VMT
estimates for the entire modeling area (i.e., systemwide).
Use the TDM highway network to disaggregate the systemwide
VMT generated above by functional class. Reporting VMT
estimates by functional class is straight forward and will vary by the
transportation modeling software (i.e., MINUTP, TRANPLAN,
EMME/2) used.
Develop cross reference tables consisting of observed count
volumes by truck vehicle type and total vehicle volumes by roadway
functional class. Roadway functional classes should be consistent
with those coded into the TDM highway network.
Develop truck volume by vehicle class to total vehicle ratios for
each of the functional classes reported in the TDM highway
network.
Apply the ratios to the passenger vehicle VMT generated by the
TDM process for the system and each of the roadway functional
classes identified above.
The resulting estimates will represent systemwide and functional class truck VMT for a
particular urban area.
Truck TDM Transfer-Based Option. Smaller, and even some larger
MPOs, have historically transferred modeling components from other
urban areas in order to improve their TDM process. Mode choice models
tend to be transferred more often than other modeling components. This
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is the case because of the budgetary and data collection resources typically
required to estimate locality-specific mode choice models. Other modeling
components have also been transferred including auto ownership, trip
distribution, and truck demand models. In all cases, the modeling
components transferred from another urban area are adjusted to reflect
local conditions:
By incorporating locally collected travel data including transit on-
board and traffic count data; and
By adjusting locality-specific modeling components including the
estimated mode choice model coefficients and trip distribution
travel time distributions and friction factors.
Transferring truck demand models from urban areas with similar commercial vehicle
travel characteristics is a viable option to generating future truck VMT without a full
truck demand model. The general procedures to be followed include:
Conduct a literature search to identify the urban area and MPO
TDM system that contain similar commercial vehicle characteristics
and activity. Emphasis should be placed on identifying vehicle
activity pertaining to inter- and intra-regional truck movements,
public and private truck fleets based in the region, typical vehicle
classes modeled, and truck demand model components developed.
Contact the MPO representative of the urban area selected to
discuss the protocol for obtaining the truck demand modeling
system components, documentation, and programs. This may
require purchasing components of the modeling system.
Once the modeling system has been obtained, design a modeling
plan to incorporate the new truck demand modeling components
into the local urban area TDM system. This design plan will
require developing truck demand modeling adjustment features to
include locality-specific observed truck data and locality-specific trip
generation, trip distribution, and trip assignment TDM features.
For example, local truck data could be used to adjust truck trip
generation rates used in the initial urban area. These rates will
reflect the truck generation characteristics of the local urban area.
Implement the truck model design plan and incorporate the truck
demand modeling components into the urban area TDM system.
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The resulting VMT estimates will represent local characteristics of truck demand and
activity for a particular urban area. The end result will be a truck demand model that
will be fully incorporated with the local TDM system.
ADVANTAGES
Applicable at the state and metropolitan area levels.
Can be developed as part of several TDM packages including EMME/2,
MICROTRIPS, MINUTP, TMODEL2, and TRANPLAN.
These methods are based on local observed truck data.
DISADVANTAGES
Time and budgetary resources required to develop truck model
components can be large.
May not be necessary for many urban areas.
Not as sophisticated as full truck travel demand models.
4.4 OVERVIEW OF DENSITY - VMT RELATIONSHIPS
Considerable recent attention has been devoted to the relationship between VMT and
the population density of an urban area. Since the density of an urban area is likely to
change as that area increases in population, this relationship should be taken into
consideration when developing future year VMT projections.
Theory. The negative relationship between population density and VMT is logical for
two reasons. First, at lower densities, origins and destinations are more geographically
dispersed, requiring people to travel a longer distance to reach a given activity. (All
else equal, average trip length should be inversely proportional to the square root of
population density, i.e., a doubling in density of population and activities would be
expected to decrease the average trip length by a factor of 1.4.) Second, at higher
densities the viability of transit and non-motorized transport increases, while at the same
time automobile travel becomes less attractive due to congestion. Increasing density,
therefore, would be expected to decrease both the length and frequency of automobile
trips.
Empirical Evidence of Density-VMT Relationships. Studies relating VMT to population
density generally show some sort of inverse relationship. Newman and Kenworthy, in a
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well-known international comparison of cities, show a strong inverse relationship
between urban density and gasoline use per capita, even after adjusting for income,
vehicle efficiency, and gasoline prices. Holtzclaw compares neighborhoods in the San
Francisco Bay Area and finds that a doubling in population density produces an
approximately 25 to 30 percent reduction in VMT. Dunphy and Fisher compare daily
VMT per capita (based on self-reported data from the 1990 National Personal
Transportation Survey) with density at the zip code level. They find that VMT declines
from just over 20 miles per day at low densities to around 15 miles per day at roughly
10,000 persons per square mile (ppsm), then drops off steadily to roughly 2.5 miles per
day at 60,000 ppsm. (Note that an exponential curve fits these data fairly well, implying
that the elasticity of VMT with respect to density increases as density increases.)
These studies and others have also looked at the relationship between density and mode
choice. Here there is considerable evidence of a "threshold" range of densities on the
order of 7,500 to 15,000 ppsm, below which the automobile is dominant, and above
which congestion effects become substantial and transit service becomes competitive.
Newman and Kenworthy note that metropolitan areas with densities less than 20-40
persons per hectare (roughly 5,000 to 10,000 ppsm) are primarily automobile-oriented;
above this range, auto ownership drops substantially and transit usage increases. Dunphy
and Fisher, in their analysis of NPTS data, note that automobile trip generation rates
remain relatively constant below 5,000 ppsm and decline thereafter; transit and non-
motorized trips per capita begin to increase above 5,000 ppsm and exceed auto trips per
capita at 30,000 ppsm. Colman confirms this result, also using NPTS data, observing
that vehicle trip-rates show little decrease below 9,000 ppsm and do not decrease
significantly until at least 15,000 ppsm. This holds true even when controlling for
household size and income levels. Levinson and Kumar cite a density range of 7,500 to
10,000 ppsm above which transit usage becomes substantial and a relatively attractive
alternative to driving.
Confounding Factors. Studies which relate travel variables only to density, however,
have received criticism for ignoring other factors-often correlated with densitywhich
affect VMT and mode choice. Some of these factors include:
Income, household size, and other socioeconomic characteristics. Dunphy
and Fisher note that there are significant differences in personal and
household characteristics which are related to density levels; lower income
households, for example, tend to live in inner-city neighborhoods with
higher population densities. Colman (1996) notes that accounting for
income differences somewhat reduces, but does not eliminate, the
relationship between density and trip generation. However, Holtzclaw
(1990) and Kockelman (1995), both analyzing San Francisco Bay Area
data, argue that the effect of density on VMT or mode choice considerably
outweighs the effect of income.
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09/96 DEVELOPING GUIDANCE TO GA THER AND USE LOCAL DA TA FOR VMT PROJECTION
Transit service quality. Transit service levels are strongly associated with
population density, and the relative effects of each on VMT are not
completely separable. Holtzclaw finds that transit accessibility is an
important variable in addition to density in describing automobile use.
Nevertheless, there is general agreement that increasing transit service has
relatively little effect over a range of low population densities.
The scale at which density is measured. Measuring density at the
metropolitan area level may obscure the effect of smaller-scale urban form
variables on trip-making and VMT. Dunphy and Fisher conclude that
metropolitan residential density explains only 15 percent of the variation
in per capita VMT for metropolitan areas with populations greater than
one million. New York and Los Angeles, for example, have similar
urbanized area densities but New York has higher transit use and lower
VMT per capita, due to concentration of much of its population at transit-
friendly densities in New York City. Using small-scale measures such as
census tracts or zip codes is not a perfect solution, however, as they do not
fully describe regional transit and automobile accessibility. High-density
development around transit stations, for example, has been shown to
capture a significant number of transit trips (Cervero); a similar
development without transit accessibility would be expected to generate
proportionally more automobile trips.
The effects of relative accessibility on VMT. Levinson and Kumar note
that local density acts as a proxy for distance from the center of the
metropolitan region. To the extent that these variables are correlated, the
effects of local residential density on VMT may be overstated. On the
other hand, the greater variety of opportunities in a large metropolitan
area may cause more VMT independent of other factors. To the extent
that metropolitan area densities are correlated with total population, this
effect may cause analysis at the metropolitan-area level to understate the
effect of density on VMT. The relative contribution of this factor,
however, has not been thoroughly investigated.
The effects of other urban form variables. Land use mix and urban design
factors have also been suggested to cause variations in vehicle-travel;
specifically, mixed-use pedestrian-friendly areas may require shorter and
fewer automobile trips than developments of similar density where uses
are separated. Kockelman incorporates measures of local land-use mixing
and balance and finds a negative relationship to both VMT and
automobile mode choice. Frank, in an analysis of data from the Seattle
metropolitan area, finds that density and mix are both related to mode
Methodology Development For Gathering Mobile Source Locality Specific Data 4-27
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DEVELOPING GUIDANCE TO GA THER AND USE LOCAL DA TA FOR VMT PROJECTION 09/96
choice, and that urban form at both trip ends is important. Recent
interest in "neo-traditional" neighborhood design has also led to
investigation of the effects of the road network design on VMT; Kulash
finds that a grid network substantially reduces VMT within a community
compared to a standard hierarchical suburban street network.
Conclusions. Overall, evidence of a general relationship between density
and VMT is strong. The specific nature of the relationship is less clear,
but it appears that transit use becomes substantial and VMT drops
significantly at densities above 7,500 to 15,000 persons per square mile.
The debate over the relative roles of density and other urban form and
transportation service factors for which density may proxy, however, has
not been fully resolved. It is recommended that density be used to check
the reasonableness of VMT forecasts that have developed by some other
means including the socioeconomic/traffic trend and TDM-based methods
presented in Section 4.3.
4.5 RECOMMENDATIONS
The methods described in this section consider several options to forecast future year
VMT for passenger vehicles and trucks. These methods consider the availability and
use of socioeconomic and economic forecasts, traffic trends, TDMs, HPMS datasets, and
other techniques. The requirements necessary to apply and implement the techniques
presented vary greatly in terms of time and budgetary resource requirements, local
applicability, and availability of passenger vehicle TDMs.
For those metropolitan areas and states without TDMs, using a combination of
socioeconomic forecasts with traffic trends is recommended for implementation.
Method 2 provides the user with a mechanism to dampen socioeconomic growth
estimates with applicable traffic trends. This method generates VMT forecasts that can
be verified using available sources of information.
The following procedures are recommended for generating future year VMT estimates
for MPOs with available passenger vehicle TDMs:
Passenger Vehicle VMT. Passenger vehicle VMT forecasts should be
developed using TDM systems. The user should also reconcile VMT
outputs generated from the TDM process with VMT estimates contained
in the HPMS dataset.
Truck VMT. Metropolitan Planning Organizations should use Method 5:
4-28 Methodology Development For Gathering Mobile Source Locality Specific Data
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09/96 DEVELOPING GUIDANCE TO GA THER AND USE LOCAL DA TA FOR VMT PROJECTION
Develop Truck Demand Models if available to generate truck VMT
estimates. This procedure will ensure highway network consistency with
the passenger vehicle VMT forecasts. If full truck demand models are not
available, Method 7: Develop Truck TDM Factors is recommended for
implementation. The development of either option (i.e., Data-Based or
Truck TDM Transfer-Based Options) presented under Method 7 could be
used equally to generate truck VMT estimates and will ensure consistency
with the passenger vehicle VMT outputs generated by the local TDM.
Methodology Development For Gathering Mobile Source Locality Specific Data 4-29
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DEVELOPING GUIDANCE TO GA THER AND USE LOCAL DA TA FOR VMT PROJECTION 09/96
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4-30 Methodology Development For Gathering Mobile Source Locality Specific Data
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REFERENCES
Bachman, W., Sarasua, W. and Guensler, R. A CIS Framework for Mobile Source
Emissions Modeling. Georgia Institute of Technology. Atlanta, Georgia.
Cambridge Systematics, Inc., COMSIS Corporation, and University of Wisconsin-
Milwaukee. 1996. Quick Response Freight Manual. Federal Highway Administration,
Office of Planning and Environment Technical Support Services For Planning Research.
Cervero, Robert. Ridership Impacts of Transit-Focused Development in California.
National Transit Access Center, University of California at Berkeley, 1993. Colman,
Steve (1996). Does Residential Density Reduce Trip Generation? In WesternlTE
(Institute of Transportation Engineers -- District 6 Newsletter), March-April 1996.
DeCorla-Souza, P., Everett, J. and Gardner, B. July 1994. A Simplified and Rational
Approach to Address New Modeling Requirements for Air Quality Analysis. Preliminary
Draft. Federal Highway Administration.
Dunphy, Robert T. and Kimberly Fisher (1994). Transportation, Congestion, and Density:
New Insights. Presented at Transportation Research Board Conference, Jan. 1994.
Environ Corporation and Sonoma Technology, Inc., 1996. Methodology for Gathering
Locality-Specific Emission Inventory Data. EPA, Office of Mobile Sources.
EPA. 1991. User's Guide to MOBILE4.1 (Mobile Source Emission Factor Model). U.S.
Environmental Protection Agency, Office of Air and Radiation, Office of Mobile
Sources, Emission Control Technology Division, Test and Evaluation Branch, EPA-AA-
TEB-91-01. Ann Arbor, Michigan.
EPA. 1992. Procedures for Emission Inventory Preparation. Volume IV: Mobile Sources.
U.S. Environmental Protection Agency, Office of Air and Radiation, Office of Mobile
Sources and Office of Air Quality Planning and Standards, Emission Planning and
Strategies Division and Technical Support Division, EPA-450/4-8l-026d (Revised). Ann
Arbor, Michigan and Research Triangle Park, North Carolina.
EPA. 1992. Section 187 VMT Forecasting and Tracking Guidance. United States
Environmental Protection Agency.
Methodology Development For Gathering Mobile Source Locality Specific Data 5-1
-------
REFERENCES 09/96
FHWA. 1994. Workshop on Transportation Air Quality Analysis. Participant's
Notebook. U.S. Department of Transportation, Federal Highway Administration,
National Highway Institute, FHWA-HI-94-011. NHI Course No. 15265. Washington
D.C.
FHWA. 1995. Estimating the Impacts of Urban Transportation Alternatives.
Participant's Notebook. U.S. Department of Transportation, Federal Highway
Administration, National Highway Institute, FHWA-HI-94-053. NHI Course No. 15257.
Washington D.C.
Frank, Lawrence D. The Impacts of Mixed Use and Density on the Utilization of Three
Modes of Travel: The Single Occupant Vehicle, Transit, and Walking. Presented at
Transportation Research Board Conference, Jan. 1994.
Garmen Associates. 1994. PPAQ Post-Processor for Air Quality Analysis. Program
Documentation, Version 3.1. Montville, New Jersey.
Garmen Associates. 1994. The PPAQ System. Post-Processor for Air Quality Analysis.
Getting Started, Version 3.1. Montville, New Jersey.
Garmen Associates. April 21, 1995. Application of PPAQ to Calculating Congestion
Management System Performance Measures.
Garmen Associates. April 21, 1995. Specification for Incident Calculations in the PPAQ1
Program.
Garmen Associates. April 21, 1995. Specification for Person-Travel Calculations in the
PPAQ1 Program.
Guensler, R., Washington, S. and Sperling, D. 1993. A Weighted Disaggregate Approach
to Modeling Speed Correction Factors. Institute of Transportation Studies. Davis,
California.
Holtzclaw, John (1990). Explaining Urban Density and Transit Impacts on Auto Use.
Natural Resources Defense Council and Sierra Club.
Holtzclaw, John (1994). Using Residential Patterns and Transit to Decrease Auto
Dependence and Costs. Natural Resources Defense Council.
JHK and Associates and COMSIS Corporation. 1994. IVHS Benefits Assessment Model
Framework. Course Manual U.S. Department of Transportation, Research and Special
Programs, John A Volpe National Transportation Systems Center.
5-2 Methodology Development For Gathering Mobile Source Locality Specific Data
-------
09/96 REFERENCES
Kishan, S., DeFries, T.H. and Weyn, C.G. 1993. A Study of Light-Duty Vehicle Driving
Behavior: Application to Real-World Emission Inventories. Radian Corporation.
Submitted to Society of Automotive Engineers for presentation at International Fuels
and Lubricants Meeting and Exposition. Philadelphia, Pennsylvania.
Kockelman, Kara M. (1995). Which Matters More in Mode Choice: Density or Income?
Unpublished Manuscript.
Kockelman, Kara M. (1996). Travel Behavior as a Function of Accessibility, Land Use
Mixing, and Land Use Balance: Evidence from the San Francisco Bay Area. Master's
Thesis, Department of City and Regional Planning, University of California - Berkeley.
Kulash, Walter. Traditional Neighborhood Development: Will the Traffic Work? Real
Estate Research Corporation, 1990.
Levinson, David M., and Ajay Kumar (1995). City Size, Residential Density, and the
Journey to Work. Unpublished Manuscript.
Miller, T., Chatterjee, A., Everett, J., and Mcllvaine, C. Estimation of Travel Related
Inputs to Air Quality Models. University of Tennessee. Knoxville, Tennessee.
Newman, P.W.G. and J.R. Kenworthy (1989). Cities and Automobile Dependence: An
International Sourcebook.
Ruiter, Earl. 1991. Highway Vehicle Speed Estimation Procedures for Use in Emission
Inventories. Work Assignment No. 7. Cambridge Systematics, Inc. U.S. Environmental
Protection Agency, Office of Air Quality Planning and Standards.
Science Applications International Corporation and Cambridge Systematics
Incorporated. 1994. Roadway Usage Patterns: Urban Case Studies. Final Report.
Volpe National Transportation Systems Center and Federal Highway Administration.
Science Applications International Corporation, Cambridge Systematics, Inc., Nichols
Consulting Engineers, Chtd., and University of Tennessee. 1993. Speed Determination
Models for the Highway Performance Monitoring System. Final Report. Federal Highway
Administration.
Skarpness, B.O. and Heidtman, K. 1996. Improved Vehicle Occupancy Data Collection
Procedures. Battelle. Presented to Federal Highway Administration, Offices of Highway
Information Management, and Environment Planning.
Methodology Development For Gathering Mobile Source Locality Specific Data 5-3
-------
REFERENCES 09/96
University of Tennessee, Vanasse Hangen Brustlin, Inc., Science Applications
International Corporation, Louisiana State University, and University of North Carolina
at Charlotte. 1995. NCHRP 25-7. Improving Transportation Data for Mobile Source
Emission Estimates. National Cooperative Highway Research Program.
Walker, W.T. and Peng, H. 1994. Alternate Methods to Iterate a Regional Travel
Simulation Model: Computational Practicality and Accuracy. Delaware Valley Regional
Planning Commission. Philadelphia, Pennsylvania.
5-4 Methodology Development For Gathering Mobile Source Locality Specific Data
fans. GOVERNMENT PRINTING OFFICE: 1997 -529-018
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TECHNICAL REPORT DATA
(PLEASE READ INSTRUCTIONS ON THE REVERSE BEFORE COMPLETING)
1. REPORT NO.
EPA-454/R-97-004d
3. RECIPIENT'S ACCESSION NO.
4. TITLE AND SUBTITLE
Emission Inventory Improvement Program
Mobile Sources
Preferred And Alternative Methods
5. REPORT DATE
7/25/97
6. PERFORMING ORGANIZATION CODE
7. AUTHOR(S)
Emission Inventory Improvement Program
Mobile Source Committee
8. PERFORMING ORGANIZATION REPORT NO.
9. PERFORMING ORGANIZATION NAME AND ADDRESS
U.S Environmental Protection Agency
Office Of Air Quality Planning And Standards (MD-14)
Research Triangle Park, NC 27711
10. PROGRAM ELEMENT NO.
11. CONTRACT/GRANT NO.
68-D2-0160
12. SPONSORING AGENCY NAME AND ADDRESS
Office Of Air Quality Planning And Standards, Office Of Air And Radiation,
U S. Environmental Protection Agency
Research Triangle Park, NC 27111
13. TYPE OF REPORT AND PERIOD COVERED
Technical
14. SPONSORING AGENCY CODE
EPA/200/04
15. SUPPLEMENTARY NOTES
16. ABSTRACT
The Emission Inventory Improvement Program (EIIP) was established in 1993 to promote the
development and use of standard procedures for collecting, calculating, storing, reporting, and
sharing air emissions data. The EIIP is designed to promote the development of emission
inventories that have targeted quality objectives, are cost-effective, and contain reliable and
accessible data for end users. To this end, the EIIP is developing inventory guidance and
materials which will be available to states and local agencies, the regulated community, the public
and the EPA.
Volume IV presents preferred and alternative methods for estimating emissions from mobile
sources.
17.
KEY WORDS AND DOCUMENT ANALYSIS
a. DESCRIPTORS
Air Emisisons
Air Pollution
Emission Inventory
Inventory Guidance
b. IDENTIFIERS/OPEN ENDED TERMS
Air Pollution Control
Emission Inventory
Guidance
c. COSATI FIELD/GROUP
18. DISTRIBUTION STATEMENT
21. NO. OF PAGES
243
22. PRICE
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