Section
Category |
Page |
Measure
|
3.0 |
Transportation |
155 |
|
3.1 |
Land Use/Location |
155 |
|
|
3.1.1 Increase Density |
155 |
LUT-1 |
|
3.1.2 Increase Location Efficiency |
159 |
LUT-2 |
|
3.1.3 Increase Diversity of Urban and Suburban Developments (Mixed Use) 162 |
LUT-3 |
|
3.1.4 Increase Destination Accessibility |
167 |
LUT-4 |
|
3.1.5 Increase Transit Accessibility |
171 |
LUT-5 |
|
3.1.6 Integrate Affordable and Below Market Rate Housing 176 |
LUT-6 |
|
3.1.7 Orient Project Toward Non-Auto Corridor 179 |
LUT-7 |
|
3.1.8 Locate Project near Bike Path/Bike |
Lane 181 |
LUT-8 |
|
3.1.9 Improve Design of Development |
182 |
LUT-9 |
3.2 |
Neighborhood/Site Enhancements |
186 |
|
|
3.2.1 Provide Pedestrian Network Impro |
vements 186 |
SDT-1 |
|
3.2.2 Provide Traffic Calming Measures |
190 |
SDT-2 |
|
3.2.3 Implement a Neighborhood Electric Vehicle (NEV) Network 194 |
SDT-3 |
|
3.2.4 Create Urban Non-Motorized Zone |
s 198 |
SDT-4 |
|
3.2.5 Incorporate Bike Lane Street Design (on-site) 200 |
SDT-5 |
|
3.2.6 Provide Bike Parking in Non-Reside |
ntial Projects 202 |
SDT-6 |
|
3.2.7 Provide Bike Parking with Multi-Un |
it Residential Projects 204 |
SDT-7 |
|
3.2.8 Provide Electric Vehicle Parking |
205 |
SDT-8 |
|
3.2.9 Dedicate Land for Bike Trails |
206 |
SDT-9 |
3.3 |
Parking Policy/Pricing |
207 |
|
|
3.3.1 Limit Parking Supply |
207 |
PDT-1 |
|
3.3.2 Unbundle Parking Costs from Property Cost 210 |
PDT-2 |
|
3.3.3 Implement Market Price Public Parking (On-Street) 213 |
PDT-3 |
|
3.3.4 Require Residential Area Parking Permits 217 |
PDT-4 |
3.4 |
Commute Trip Reduction Programs 218 |
|
|
3.4.1 Implement Commute Trip Reduction Program - Voluntary 218 |
TRT-1 |
|
3.4.2 Implement Commute Trip Reduction Program – Required 223 |
TRT-2 |
|
3.4.3 Provide Ride-Sharing Programs |
227 |
TRT-3 |
|
3.4.4 Implement Subsidized or Discounted Transit Program 230 |
TRT-4 |
|
3.4.5 Provide End of Trip Facilities |
234 |
TRT-5 |
|
3.4.6 Encourage Telecommuting and Alternative Work Schedules 236 |
TRT-6 |
|
3.4.7 Implement Commute Trip Reduction Marketing 240 |
TRT-7 |
|
3.4.8 Implement Preferential Parking Permit Program 244 |
TRT-8 |
|
3.4.9 Implement Car-Sharing Program |
245 |
TRT-9 |
|
3.4.10 Implement a School Pool Program |
250 |
TRT-10 |
|
3.4.11 Provide Employer-Sponsored Vanp |
ool/Shuttle 253 |
TRT-11 |
|
3.4.12 Implement Bike-Sharing Programs |
256 |
TRT-12 |
|
3.4.13 Implement School Bus Program |
258 |
TRT-13 |
|
3.4.14 Price Workplace Parking |
261 |
TRT-14 |
|
3.4.15 Implement Employee Parking “Cash-Out” 266 |
TRT-15 |
3.5 |
|
Transit System Improvements |
270 |
|
|
3.5.1 |
Provide a Bus Rapid Transit System |
270 |
TST-1 |
|
3.5.2 |
Implement Transit Access Improvements |
275 |
TST-2 |
|
3.5.3 |
Expand Transit Network |
276 |
TST-3 |
|
3.5.4 |
Increase Transit Service Frequency/Speed |
280 |
TST-4 |
|
3.5.5 |
Provide Bike Parking Near Transit |
285 |
TST-5 |
|
3.5.6 |
Provide Local Shuttles |
286 |
TST-6 |
3.6 |
|
Road Pricing/Management |
287 |
|
|
3.6.1 |
Implement Area or Cordon Pricing |
287 |
RPT-1 |
|
3.6.2 |
Improve Traffic Flow |
291 |
RPT-2 |
|
3.6.3 |
Required Project Contributions to Transportation Infrastructure |
297 |
RPT-3 |
|
|
Improvement Projects |
|
|
|
3.6.4 |
Install Park-and-Ride Lots |
298 |
RPT-4 |
3.7 |
|
Vehicles |
300 |
|
|
3.7.1 |
Electrify Loading Docks and/or Require Idling-Reduction Systems |
300 |
VT-1 |
|
3.7.2 |
Utilize Alternative Fueled Vehicles |
304 |
VT-2 |
|
3.7.3 |
Utilize Electric or Hybrid Vehicles |
309 |
VT-3 |
Transportation |
CEQA# MM D-1 & D-4
MP# LU-1.5 & LU-2.1.8 LUT-1 |
Land Use / Location |
3.0 Transportation
-
Land Use/Location
-
Increase Density
Range of Effectiveness: 0.8 – 30.0% vehicle miles traveled
(VMT) reduction and therefore a 0.8 – 30.0% reduction in GHG emissions.
Measure Description:
Designing the Project with increased densities, where allowed by the
General Plan and/or Zoning Ordinance reduces GHG emissions associated with
traffic in several ways. Density is usually measured in terms of persons,
jobs, or dwellings per unit area. Increased densities affect the distance
people travel and provide greater options for the mode of travel they
choose. This strategy also provides a foundation for implementation of
many other strategies which would benefit from increased densities. For
example, transit ridership increases with density, which justifies
enhanced transit service.
The
reductions in GHG emissions are quantified based on reductions to VMT. The
relationship between density and VMT is described by its elasticity.
According to a recent study published by Brownstone, et al. in 2009, the
elasticity between density and VMT is 0.12. Default densities are based on
the typical suburban densities in North America which reflects the
characteristics of the ITE Trip Generation Manual data used in the
baseline estimates.
Measure Applicability:
-
Urban and suburban context
-
Appropriate for residential, retail, office,
industrial, and mixed-use projects
Baseline Method:
See introduction to transportation section for a discussion of how to
estimate trip rates and VMT. The CO2
emissions are calculated from VMT as follows:
CO2 = VMT x EFrunning
Where:
traveled
for
running emissions
VMT = vehicle miles EFrunning
= emission factor
Transportation |
CEQA# MM D-1 & D-4
MP# LU-1.5 & LU-2.1.8 LUT-1 |
Land Use / Location |
Inputs:
The following information needs to be provided by the Project Applicant:
-
Number of housing units per acre or jobs per
job acre
Mitigation Method:
% VMT Reduction = A * B [not to exceed 30%]
Where:
A = Percentage increase in housing units per acre or jobs per job acre33
= (number of housing units per acre or jobs per job acre – number
of housing units per acre or jobs per job acre for typical ITE
development) / (number of housing units per acre or jobs per job acre
for typical ITE development) For small and medium sites (less than ½
mile in radius) the calculation of housing and jobs per acre should be
performed for the development site as a whole, so that the analysis does
not erroneously attribute trip reduction benefits to measures that
simply shift jobs and housing within the site with no overall increase
in site density. For larger sites, the analysis should address the
development as several ½-mile-radius sites, so that shifts from one area
to another would increase the density of the receiving area but reduce
the density of the donating area, resulting in trip generation rate
decreases and increases, respectively, which cancel one another.
B = Elasticity of VMT with respect to density (from literature)
Detail:
-
A: [not to exceed 500% increase]
-
B: 0.07 (Boarnet and Handy 2010)
Assumptions:
Data based upon the following references:
-
Boarnet, Marlon and Handy, Susan. 2010.
“DRAFT Policy Brief on the Impacts of Residential Density Based on a
Review of the Empirical Literature.”
http://arb.ca.gov/cc/sb375/policies/policies.htm; Table 1.
-
This value should be checked
first to see if it exceeds 500% in which case A = 500%.
Transportation |
CEQA# MM D-1 & D-4
MP# LU-1.5 & LU-2.1.8 LUT-1 |
Land Use / Location |
Emission Reduction Ranges and Variables:
Pollutant Category Emissions Reductions34
CO2e 1.5-30% of running
PM 1.5-30% of running
CO 1.5-30% of running
NOx 1.5-30% of running
SO2 1.5-30% of
running
ROG 0.9-18% of total
Discussion:
The VMT reductions for this strategy are based on changes in density
versus the typical suburban residential and employment densities in
North America (referred to as “ITE densities”). These densities are
used as a baseline to mirror those densities reflected in the ITE Trip
Generation Manual, which is the baseline method for determining VMT.
There are two separate maxima noted in the fact sheet: a cap of 500%
on the allowable percentage increase of housing units or jobs per acre
(variable A) and a cap of 30% on
%
VMT reduction. The rationale for the 500% cap is that there are
diminishing returns to any change in environment. For example, it is
reasonably doubtful that increasing residential density by a factor of
six instead of five would produce any additional change in travel
behavior. The purpose for the 30% cap is to limit the influence of any
single environmental factor (such as density). This emphasizes that
community designs that implement multiple land use strategies (such as
density, design, diversity, etc.) will show more of a reduction than
relying on improvements from a single land use factor.
Example:
Sample calculations are provided below for housing:
Low
Range % VMT Reduction (8.5 housing units per acre)
=
(8.5 – 7.6) / 7.6 *0.07 = 0.8%
High
Range % VMT Reduction (60 housing units per acre)
60
7.6
6.9
7.6
or
690% Since greater than 500%, set to 500%
= 500% x 0.07 = 0.35 or 35% Since greater than 30%, set to 30%
-
The percentage reduction
reflects emission reductions from running emissions. The actual value
will be less than this when starting and evaporative emissions are
factored into the analysis. ROG emissions have been adjusted to
reflect a ratio of 40% evaporative and 60% exhaust emissions based on
a statewide EMFAC run of all vehicles.
Transportation |
CEQA# MM D-1 & D-4
MP# LU-1.5 & LU-2.1.8 LUT-1 |
Land Use / Location |
Sample calculations are provided below for jobs:
Low
Range % VMT Reduction (25 jobs per acre)
=
(25 – 20) / 20 *0.12 = 3%
High
Range % VMT Reduction (100 jobs per acre)
100
20 4
or 400%
20
=400% x 0.12 = 0.48 or 48% Since greater than 30%, set to 30%
Preferred Literature:
-
-0.07 = elasticity of VMT with respect to
density
Boarnet and Handy’s detailed review of existing literature
highlighted three individual studies that used the best available
methods for analyzing data for individual households. These studies
provided the following elasticities: -0.12 - Brownstone (2009),
-0.07 – Bento (2005), and -0.08 – Fang (2008). To maintain a
conservative estimate of the impacts of this strategy, the lower
elasticity of -0.07 is used in the calculations.
Alternative Literature:
-
-0.05 to -0.25 = elasticity of VMT with
respect to density
The TRB Special Report 298 literature suggests that doubling
neighborhood density across a metropolitan area might lower
household VMT by about 5 to 12 percent, and perhaps by as much as 25
percent, if coupled with higher employment concentrations,
significant public transit improvements, mixed uses, and other
supportive demand management measures.
Alternative Literature References:
TRB, 2009. Driving and the Built Environment, Transportation
Research Board Special Report 298.
http://onlinepubs.trb.org/Onlinepubs/sr/sr298.pdf . Accessed
March 2010. (p. 4)
Other Literature Reviewed:
None
Transportation |
MP# LU-3.3 |
LUT-2 |
Land Use / Location |
-
Increase Location Efficiency
Range of Effectiveness: 10-65% vehicle miles traveled (VMT)
reduction and therefore 10-65% reduction in GHG emissions
Measure Description:
This measure is not intended as a separate strategy but rather a
documentation of empirical data to justify the “cap” for all land
use/location strategies. The location of the Project relative to the type
of urban landscape such as being located in an urban area, infill, or
suburban center influences the amount of VMT compared to the statewide
average. This is referred to as the location of efficiency since there are
synergistic benefits to these urban landscapes.
To
receive the maximum reduction for this location efficiency, the project
will be located in an urban area/ downtown central business district.
Projects located on brownfield sites/infill areas receive a lower, but
still significant VMT reduction. Finally, projects in suburban centers
also receive a reduction for their efficient location. Reductions are
based on the typical VMT of a specific geographic area relative to the
average VMT statewide.
Measure Applicability:
-
Urban and suburban context
-
Negligible impact in a rural context
-
Appropriate for residential, retail, office,
industrial and mixed-use projects
Baseline Method:
See introduction to transportation section for a discussion of how to
estimate trip rates and VMT. The CO2
emissions are calculated from VMT as follows:
CO2 = VMT x EFrunning
Where:
VMT =
vehicle miles traveled
EFrunning
= emission factor for running emissions
Inputs:
-
No inputs are needed. VMT reduction ranges
are based on the geographic location of the project within the region.
Mitigation Method:
% VMT
reduction =
Transportation |
MP# LU-3.3 |
LUT-2 |
Land Use / Location |
-
Urban: 65% (representing VMT reductions for
the average urban area in California versus the statewide average VMT)
-
Compact Infill: 30% (representing VMT
reductions for the average compact infill area in California versus the
statewide average VMT)
-
Suburban Center: 10% (representing VMT
reductions for the average suburban center in California versus the
statewide average VMT)
Assumptions:
Data based upon the following references:
-
Holtzclaw, et al. 2002. “Location Efficiency:
Neighborhood and Socioeconomic Characteristics Determine Auto Ownership
and Use – Studies in Chicago, Los Angeles, and Chicago.”
Transportation Planning and Technology, Vol. 25, pp. 1– 27.
Emission Reduction Ranges and Variables:
Pollutant Category Emissions Reductions35
CO2e 10-65% of running
PM 10-65% of running
CO 10-65% of running
NOx 10-65% of running
SO2 10-65% of
running
ROG 6-39% of total
Discussion: Example:
N/A –
no calculations needed
Alternative Literature:
-
13-72% reduction in VMT for infill projects
Preferred Literature:
Holtzclaw, et al., [1] studied relationships between auto ownership and
mileage per car and neighborhood urban design and socio-economic
characteristics in the Chicago, Los
-
The percentage reduction
reflects emission reductions from running emissions. The actual value
will be less than this when starting and evaporative emissions are
factored into the analysis. ROG emissions have been adjusted to
reflect a ratio of 40% evaporative and 60% exhaust emissions based on
a statewide EMFAC run of all vehicles.
Transportation |
MP# LU-3.3 |
LUT-2 |
Land Use / Location |
Angeles, and San Francisco metro areas. In all three regions, average
annual vehicle miles traveled is a function of density, income,
household size, and public transit, as well as pedestrian and bicycle
orientation (to a lesser extent). The annual VMT for each neighborhood
was reviewed to determine empirical VMT reduction “caps” for this
report. These location-based caps represent the average and maximum
reductions that would likely be expected in urban, infill, suburban
center, and suburban locations.
Growing Cooler looked at 10 studies which have
considered the effects of regional location on travel and emissions
generated by individual developments. The studies differ in
methodology and context but they tend to yield the same conclusion:
infill locations generate substantially lower VMT per capita than do
greenfield locations, ranging from 13 - 72% lower VMT.
Literature References:
[1] Holtzclaw, et al. 2002. “Location Efficiency: Neighborhood and
Socioeconomic Characteristics Determine Auto Ownership and Use –
Studies in Chicago, Los Angeles, and Chicago.” Transportation
Planning and Technology, Vol. 25, pp. 1–27.
[2] Ewing, et al, 2008. Growing Cooler – The Evidence on Urban
Development and Climate Change. Urban Land Institute. (p.88, Figure
4-30)
Other Literature Reviewed:
None
Transportation |
CEQA# MM D-9 & D-4 LUT-3
MP# LU-2 |
Land Use / Location |
-
Increase Diversity of Urban and
Suburban Developments (Mixed Use)
Range of Effectiveness: 9-30% vehicle miles traveled (VMT)
reduction and therefore 9-30% reduction in GHG emissions.
Measure Description:
Having different types of land uses near one another can decrease VMT
since trips between land use types are shorter and may be accommodated by
non-auto modes of transport. For example when residential areas are in the
same neighborhood as retail and office buildings, a resident does not need
to travel outside of the neighborhood to meet his/her trip needs. A
description of diverse uses for urban and suburban areas is provided
below.
Urban:
The urban project will be predominantly characterized by properties on
which various uses, such as office, commercial, institutional, and
residential, are combined in a single building or on a single site in an
integrated development project with functional interrelationships and a
coherent physical design. The mixed-use development should encourage
walking and other non-auto modes of transport from residential to
office/commercial/institutional locations (and vice versa). The
residential units should be within ¼-mile of parks, schools, or other
civic uses. The project should minimize the need for external trips by
including services/facilities for day care, banking/ATM, restaurants,
vehicle refueling, and shopping.
Suburban:
The suburban project will have at least three of the following on site
and/or offsite within
¼-mile:
Residential Development, Retail Development, Park, Open Space, or Office.
The mixed-use development should encourage walking and other non-auto
modes of transport from residential to office/commercial locations (and
vice versa). The project should minimize the need for external trips by
including services/facilities for day care, banking/ATM, restaurants,
vehicle refueling, and shopping.
Measure Applicability:
-
Urban and suburban context
-
Negligible impact in a rural context (unless
the project is a master-planned community)
-
Appropriate for mixed-use projects
Baseline Method:
See introduction to transportation section for a discussion of how to
estimate trip rates and VMT. The CO2
emissions are calculated from VMT as follows:
Transportation |
CEQA# MM D-9 & D-4 LUT-3
MP# LU-2 |
Land Use / Location |
Where:
CO2 = VMT x EFrunning
traveled
for
running emissions
VMT = vehicle miles EFrunning
= emission factor
Inputs:
The following information needs to be provided by the Project Applicant:
-
Percentage of each land use type in the
project (to calculate land use index)
Mitigation Method:
% VMT Reduction = Land Use * B [not to exceed 30%]
Where
Land Use = Percentage increase in land use index versus single use
development
= (land use index –
-
/0.15 (see Appendix C for detail)
(from [2])
6
a = ai
i1
lnai
Land use index = -a / ln(6)
ai = building
floor area of land use i / total square feet of area considered
if land use is not present and ai
is equal to 0, set ai
equal to 0.01
B =
elasticity of VMT
with
respect to land use index (0.09 from [1])
increase
not to
exceed 500%
Transportation |
CEQA# MM D-9 & D-4 LUT-3
MP# LU-2 |
Land Use / Location |
Assumptions:
Data based upon the following references:
[1]
Ewing, R., and Cervero, R., "Travel and the Built Environment - A Meta-
Analysis." Journal of the American Planning Association, <to be
published> (2010). Table 4.
[2]
Song, Y., and Knaap, G., “Measuring the effects of mixed land uses on
housing values.” Regional Science and Urban Economics 34 (2004)
663-680. (p. 669)
http://urban.csuohio.edu/~sugie/papers/RSUE/RSUE2005_Measuring%20the
%20effects%20of%20mixed%20land%20use.pdf
Emission Reduction Ranges and Variables:
Pollutant Category Emissions Reductions36
CO2e 9-30% of running
PM 9-30% of running
CO 9-30% of running
NOx 9-30% of running
SO2 9-30% of running
ROG 5.4-18% of total
Discussion:
In the above calculation, a land use index of 0.15 is used as a baseline
representing a development with a single land use (see Appendix C for
calculations).
There
are two separate maxima noted in the fact sheet: a cap of 500% on the
allowable percentage increase of land use index (variable A) and a cap
of 30% on % VMT reduction. The rationale for the 500% cap is that there
are diminishing returns to any change in environment. For example, it is
reasonably doubtful that increasing the land use index by a factor of
six instead of five would produce any additional change in travel
behavior. The purpose for the 30% cap is to limit the influence of any
single environmental factor (such as diversity). This emphasizes that
community designs that implement multiple land use strategies (such as
density, design, diversity, etc.) will show more of a reduction than
relying on improvements from a single land use factor.
-
The percentage reduction
reflects emission reductions from running emissions. The actual value
will be less than this when starting and evaporative emissions are
factored into the analysis. ROG emissions have been adjusted to
reflect a ratio of 40% evaporative and 60% exhaust emissions based on
a statewide EMFAC run of all vehicles.
Transportation |
CEQA# MM D-9 & D-4 LUT-3
MP# LU-2 |
Land Use / Location |
Example:
Sample calculations are provided below:
90%
single family homes, 10% commercial
o Land use index = -[0.9*ln(0.9)+ 0.1*ln(0.1)+
4*0.01*ln(0.01)] / ln(6) = 0.3
o Low Range % VMT Reduction = (0.3 – 0.15)/0.15 *0.09
= 9%
1/6 single family, 1/6 multi-family, 1/6 commercial, 1/6 industrial,
1/6 institutional, 1/6
parks
o Land use index = -[6*0.17*ln(0.17)] / ln(6) = 1
-
High Range % VMT Reduction (land use
index = 1)
-
Land use = (1-0.15)/0.15 = 5.6 or 566%.
Since this is greater than
500%, set to 500%.
-
% VMT Reduction = (5 x 0.09) = 0.45 or
45%. Since this is greater than 30%, set to 30%.
Preferred Literature:
-
-0.09 = elasticity of VMT with respect to
land use index
The land use (or entropy) index measurement looks at the mix of land
uses of a development. An index of 0 indicates a single land use
while 1 indicates a full mix of uses. Ewing’s [1] synthesis looked
at a total of 10 studies, where none controlled for self-selection37.
The weighted average elasticity of VMT with respect to the land use
mix index is -0.09. The methodology for calculating the land use
index is described in
Song and Knaap [2].
Alternative Literature:
Vehicle trip reduction = [1 - (ABS(1.5*h-e) /
(1.5*h+e)) - 0.25] / 0.25*0.03
Where :
h
= study area housing units, and e = study area employment.
Nelson\Nygaard’s report [3] describes a calculation adapted from
Criterion and Fehr & Peers [4]. The formula assumes an “ideal”
housing balance of 1.5 jobs per household and a baseline diversity
of 0.25. The maximum trip reduction with this method is 9%.
-
Self selection occurs when
residents or employers that favor travel by non-auto modes choose
locations where this type of travel is possible. They are therefore
more inclined to take advantage of the available options than a
typical resident or employee might otherwise be.
Transportation |
CEQA# MM D-9 & D-4 LUT-3
MP# LU-2 |
Land Use / Location |
Alternative Literature References:
[3] Nelson\Nygaard, 2005. Crediting Low-Traffic Developments (p.12).
http://www.montgomeryplanning.org/transportation/documents/TripGenerationAnalysisU
singURBEMIS.pdf
[4] Criteron Planner/Engineers and Fehr & Peers Associates (2001).
Index 4D Method. A Quick-Response Method of Estimating Travel
Impacts from Land-Use Changes. Technical Memorandum prepared for
US EPA, October 2001.
Other Literature Reviewed:
None
Transportation |
CEQA# MM D-3 LUT-4
MP# LU-2.1.4 |
Land Use / Location |
-
Increase Destination Accessibility
Range of Effectiveness: 6.7 – 20% vehicle miles traveled (VMT)
reduction and therefore 6.7-20% reduction in GHG emissions.
Measure Description:
The project will be located in an area with high accessibility to
destinations. Destination accessibility is measured in terms of the number
of jobs or other attractions reachable within a given travel time, which
tends to be highest at central locations and lowest at peripheral ones.
The location of the project also increases the potential for pedestrians
to walk and bike to these destinations and therefore reduces the VMT.
Measure Applicability:
-
Urban and suburban context
-
Negligible impact in a rural context
-
Appropriate for residential, retail, office,
industrial and mixed-use projects
Baseline Method:
See introduction to transportation section for a discussion of how to
estimate trip rates and VMT. The CO2
emissions are calculated from VMT as follows:
CO2 = VMT x EFrunning
Where:
traveled
for
running emissions
VMT = vehicle miles EFrunning
= emission factor
Inputs:
The following information needs to be provided by the Project Applicant:
-
Distance to downtown or major job center
Mitigation Method:
% VMT Reduction = Center Distance * B [not to exceed 30%] Where
Transportation |
CEQA# MM D-3 LUT-4
MP# LU-2.1.4 |
Land Use / Location |
Center Distance = Percentage decrease in distance to downtown or major
job center versus typical ITE suburban development = (distance to
downtown/job center for typical ITE development – distance to
downtown/job center for project) / (distance to downtown/job center for
typical ITE development)
Center Distance = 12 - Distance to downtown/job center for project) / 12
See Appendix C for detail
B = Elasticity of VMT with respect to distance to downtown or major job
center (0.20 from [1])
Assumptions:
Data based upon the following references:
[1]
Ewing, R., and Cervero, R., "Travel and the Built Environment - A
Meta-Analysis." Journal of the American Planning Association, <to be
published> (2010). Table 4.
Emission Reduction Ranges and Variables:
Pollutant Category Emissions Reductions38
CO2e 6.7 – 20% of running
PM 6.7 – 20% of running
CO 6.7 – 20% of running
NOx 6.7 – 20% of running
SO2 6.7 – 20% of
running
ROG 4 – 12% of total
Discussion:
The VMT reductions for this strategy are based on changes in distance to
key destinations versus the standard suburban distance in North America.
This distance is used as a baseline to mirror the distance to
destinations reflected in the land uses for the ITE Trip Generation
Manual, which is the baseline method for determining VMT.
The
purpose for the 30% cap on % VMT reduction is to limit the influence of
any single environmental factor (such as destination accessibility).
This emphasizes that community designs that implement multiple land use
strategies (such as density,
-
The percentage reduction
reflects emission reductions from running emissions. The actual value
will be less than this when starting and evaporative emissions are
factored into the analysis. ROG emissions have been adjusted to
reflect a ratio of 40% evaporative and 60% exhaust emissions based on
a statewide EMFAC run of all vehicles.
Transportation |
CEQA# MM D-3 LUT-4
MP# LU-2.1.4 |
Land Use / Location |
design, diversity, destination, etc.) will show more of a reduction
than relying on improvements from a single land use factor.
Example:
Sample calculations are provided below:
-
Low Range % VMT Reduction (8 miles to
downtown/job center) =
12 8
0.20 6.7%
12
-
High Range % VMT Reduction (0.1 miles to
downtown/job center) =
12 0.1
0.20 20.0%
12
Preferred Literature:
-
-0.20 = elasticity of VMT with respect to
job accessibility by auto
-
-0.20 = elasticity of VMT with respect to
distance to downtown
The Ewing and Cervero report [1] finds that VMT is strongly related
to measures of accessibility to destinations. The weighted average
elasticity of VMT with respect to job accessibility by auto is -0.20
(looking at five total studies). The weighted average elasticity of
VMT with respect to distance to downtown is -0.22 (looking at four
total studies, of which one controls for self selection39).
Alternative Literature:
-
10-30% reduction in vehicle trips
The VTPI literature [2] suggests a 10-30% reduction in vehicle trips
for “smart growth” development practices that result in more
compact, accessible, multi-modal communities where travel distances
are shorter, people have more travel options, and it is possible to
walk and bicycle more.
Alternative Literature References:
[2] Litman, T., 2009. “Win-Win Emission Reduction Strategies.”
Victoria Transport Policy Institute (VTPI). Website:
http://www.vtpi.org/wwclimate.pdf. Accessed March 2010. (p. 7,
Table 3)
-
Self selection occurs when
residents or employers that favor travel by non-auto modes choose
locations where this type of travel is possible. They are therefore
more inclined to take advantage of the available options than a
typical resident or employee might otherwise be.
Transportation |
CEQA# MM D-3 LUT-4
MP# LU-2.1.4 |
Land Use / Location |
Other Literature Reviewed:
None
Transportation |
CEQA# MM D-2 LUT-5
MP# LU-1,LU-4 |
Land Use / Location |
-
Increase Transit Accessibility
Range of Effectiveness: 0.5 – 24.6% VMT reduction and
therefore 0.5-24.6% reduction in GHG emissions.40
Measure Description:
Locating a project with high density near transit will facilitate the use
of transit by people traveling to or from the Project site. The use of
transit results in a mode shift and therefore reduced VMT. A project with
a residential/commercial center designed around a rail or bus station, is
called a transit-oriented development (TOD). The project description
should include, at a minimum, the following design features:
-
A transit station/stop with high-quality,
high-frequency bus service located within a 5-10 minute walk (or roughly
¼ mile from stop to edge of development), and/or
-
Fast, frequent, and reliable transit service
connecting to a high percentage of regional destinations
-
Neighborhood designed for walking and cycling
In
addition to the features listed above, the following strategies may also
be implemented to provide an added benefit beyond what is documented in
the literature:
-
Mixed use development [LUT-3]
-
Traffic calmed streets with good connectivity
[SDT-2]
-
Parking management strategies such as
unbundled parking, maximum parking requirements, market pricing
implemented to reduce amount of land dedicated to vehicle parking [see
PPT-1 through PPT-7]
Measure Applicability:
-
Urban and suburban context
-
Appropriate in a rural context if development
site is adjacent to a commuter rail station with convenient rail service
to a major employment center
-
Appropriate for residential, retail, office,
industrial, and mixed-use projects
Baseline Method:
-
Transit vehicles may also
result in increases in emissions that are associated with electricity
production or fuel use. The Project Applicant should consider these
potential additional emissions when estimating mitigation for these
measures.
Transportation |
CEQA# MM D-2 LUT-5
MP# LU-1,LU-4 |
Land Use / Location |
See introduction to transportation section for a discussion of how to
estimate trip rates and VMT. The CO2
emissions are calculated from VMT as follows:
CO2 = VMT x EFrunning
Where:
traveled
for
running emissions
VMT = vehicle miles EFrunning
= emission factor
Inputs:
The following information needs to be provided by the Project
Applicant:
-
Distance to transit station in project
Mitigation Method:
% VMT = Transit * B [not to exceed 30%]
Where
Transit = Increase in transit mode share = % transit mode share for
project - % transit mode share for typical ITE development (1.3% as
described in Appendix C)
%
transit mode share for project (see Table)
Distance to transit |
Transit mode share calculation equation
(where x = distance of project to transit) |
0 – 0.5 miles |
-50*x + 38 |
0.5 to 3 miles |
-4.4*x + 15.2 |
> 3 miles |
no impact |
Source: Lund et al, 2004; Fehr & Peers 2010 (see Appendix C for
calculation
detail) |
B = adjustments from transit ridership increase to VMT (0.67, see
Appendix C for detail)
Assumptions:
Data based upon the following references:
[1] Lund, H. and R. Cervero, and R. Willson (2004). Travel
Characteristics of Transit-Oriented Development in California.
(p. 79, Table 5-25)
Transportation |
CEQA# MM D-2 LUT-5
MP# LU-1,LU-4 |
Land Use / Location |
Emission Reduction Ranges and Variables:
Pollutant Category Emissions Reductions41
CO2e 0.5 – 24.6% of running
PM 0.5 – 24.6% of running
CO 0.5 – 24.6% of running
NOx 0.5 – 24.6% of running
SO2 0.5 – 24.6%
of running
ROG 0.3 – 14.8% of total
Discussion:
The purpose for the 30% cap on % VMT reduction is to limit the
influence of any single environmental factor (such as transit
accessibility). This emphasizes that community designs that
implement multiple land use strategies (such as density, design,
diversity, transit accessibility, etc.) will show more of a
reduction than relying on improvements from a single land use
factor.
Example:
Sample calculations are provided below for a rail station:
-
Low Range % VMT Reduction (3 miles from
station) = [(-4.4*3+15.2) – 1.3%] * 0.67 = 0.5%
-
High Range % VMT Reduction (0 miles from
station) = [(-50*0+38) – 1.3%] * 0.67
= 24.6%
Preferred Literature:
-
13 to 38% transit mode share (residents
in TODs with ½ mile of rail station)
-
5 to 13% transit mode share (residents in
TODs from ½ mile to 3 miles of rail station)
The Travel Characteristics report [1] surveyed TODs and
surrounding areas in San Diego, Los Angeles, San Jose, Sacramento,
and Bay Area regions. Survey sites are all located in non-central
business district locations, are within walking distance of a
transit station with rail service headways of 15 minutes or less,
and were intentionally developed as TODs.
-
The percentage reduction
reflects emission reductions from running emissions. The actual value
will be less than this when starting and evaporative emissions are
factored into the analysis. ROG emissions have been adjusted to
reflect a ratio of 40% evaporative and 60% exhaust emissions based on
a statewide EMFAC run of all vehicles.
Transportation |
CEQA# MM D-2 LUT-5
MP# LU-1,LU-4 |
Land Use / Location |
Alternative Literature:
Alternate:
-
-0.05 = elasticity of VMT with respect to
distance to nearest transit stop
Ewing and Cervero’s meta-analysis [2] provides this weighted average
elasticity based on six total studies, of which one controls for
self-selection. The report does not provide the range of distances
where this elasticity is valid.
Alternate:
-
5.9 – 13.3% reduction in VMT
The Bailey, et al. 2008 report [3] predicted a reduction of
household daily VMT of 5.8 miles for a location next to a rail
station and 2.6 miles for a location next to a bus station. Using
the report’s estimate of 43.75 daily average miles driven, the
estimated reduction in VMT for rail accessibility is 13.3%
(5.8/43.75) and for bus accessibility is 5.9% (2.6/43.75).
Alternate:
-
15% reduction in vehicle trips
-
2 to 5 times higher transit mode share
TCRP Report 128 [4] concludes that transit-oriented
developments, compared to typical developments represented by the
ITE Trip Generation Manual, have 47% lower
vehicle trip rates and have 2 to 5 times higher transit mode share.
TCRP Report 128 notes that the ITE
Trip Generation Manual shows 6.67 daily trips per
unit while detailed counts of 17 residential TODs resulted in 3.55
trips per unit (a 47% reduction in vehicle trips). This study looks
at mid-rise and high-rise apartments at the residential TOD sites. A
more conservative comparison would be to look at the ITE Trip
Generation Manual rates for high-rise apartments,
4.2 trips per unit. This results in a 15% reduction in vehicle
trips.
Alternative Literature References:
[2] Ewing, R., and Cervero, R., "Travel and the Built Environment -
A Meta-Analysis."
Journal of the American Planning Association, <to be
published> (2010). Table 4.
[3] Bailey, L., Mokhtarian, P.L., & Little, A. (2008). “The Broader
Connection between Public Transportation, Energy Conservation and
Greenhouse Gas Reduction.” ICF International. (Table 4 and 5)
[4] TCRP, 2008. TCRP Report 128 - Effects of TOD on Housing,
Parking, and Travel.
http://onlinepubs.trb.org/onlinepubs/tcrp/tcrp_rpt_128.pdf (p.
11, 69).
Transportation |
CEQA# MM D-2 LUT-5
MP# LU-1,LU-4 |
Land Use / Location |
Other Literature Reviewed:
None
Transportation
CEQA# MM D-7
MP# LU-2.1.8
LUT-6 Land Use /
Location
-
Integrate Affordable and Below
Market Rate Housing
Range of Effectiveness: 0.04 – 1.20% vehicle miles
traveled (VMT) reduction and therefore 0.04-1.20% reduction in GHG
emissions.
Measure Description:
Income has a statistically significant effect on the probability that a
commuter will take transit or walk to work [4]. BMR housing provides
greater opportunity for lower income families to live closer to jobs
centers and achieve jobs/housing match near transit. It also addresses to
some degree the risk that new transit oriented development would displace
lower income families. This strategy potentially encourages building a
greater percentage of smaller units that allow a greater number of
families to be accommodated on infill and transit-oriented development
sites within a given building footprint and height limit. Lower income
families tend to have lower levels of auto ownership, allowing buildings
to be designed with less parking which, in some cases, represents the
difference between a project being economically viable or not.
Residential development projects of five or more dwelling units will
provide a deed- restricted low-income housing component on-site.
Measure Applicability:
-
Urban and suburban context
-
Negligible impact in a rural context unless
transit availability and proximity to jobs/services are existing
characteristics
-
Appropriate for residential and mixed-use
projects
Baseline Method:
See introduction to transportation section for a discussion of how to
estimate trip rates and VMT. The CO2
emissions are calculated from VMT as follows:
CO2 = VMT x EFrunning
Where:
VMT = vehicle miles traveled for running emissions
EFrunning
= emission factor
Inputs:
The following information needs to be provided by the Project Applicant:
-
Percentage of units in project that are
deed-restricted BMR housing
Transportation
CEQA# MM D-7
MP# LU-2.1.8
LUT-6 Land Use / Location
Mitigation Method:
% VMT Reduction = 4% * Percentage of units in project that are
deed-restricted BMR housing [1]
Assumptions:
Data based upon the following references:
[1]
Nelson\Nygaard, 2005. Crediting Low-Traffic Developments (p.15).
http://www.montgomeryplanning.org/transportation/documents/TripGenerationAn
alysisUsingURBEMIS.pdf
Criteron Planner/Engineers and Fehr & Peers Associates (2001). Index 4D
Method. A Quick-Response Method of Estimating Travel Impacts from
Land- Use Changes. Technical Memorandum prepared for US EPA, October
2001.
Holtzclaw, John; Clear, Robert; Dittmar, Hank; Goldstein, David; and
Haas, Peter (2002), “Location Efficiency: Neighborhood and
Socio-Economic Characteristics Determine Auto Ownership and Use –
Studies in Chicago, Los Angeles and San Francisco”, Transportation
Planning and Technology, 25 (1): 1-27.
All
trips affected are assumed average trip lengths to convert from
percentage vehicle trip reduction to VMT reduction (%VT = %VMT)
Emission Reduction Ranges and Variables:
Pollutant Category Emissions Reductions42
CO2e 0.04 – 1.20% of running
PM 0.04 – 1.20% of running
CO 0.04 – 1.20% of running
NOx 0.04 – 1.20% of running
SO2 0.04 – 1.20% of
running
ROG 0.024 – 0.72% of total
Discussion:
At a low range, 1% BMR housing is assumed. At a medium range, 15% is
assumed (based on the requirements of the San Francisco BMR Program[5]).
At a high range, the San Francisco program is doubled to reach 30% BMR.
Higher percentages of BMR are possible, though not discussed in the
literature or calculated.
-
The percentage reduction
reflects emission reductions from running emissions. The actual value
will be less than this when starting and evaporative emissions are
factored into the analysis. ROG emissions have been adjusted to
reflect a ratio of 40% evaporative and 60% exhaust emissions based on
a statewide EMFAC run of all vehicles.
Transportation
CEQA# MM D-7
MP# LU-2.1.8
LUT-6 Land Use / Location
Example:
Sample calculations are provided below:
-
Low Range % VMT Reduction = 4% * 1% =
0.04%
-
High Range % VMT Reduction = 4% * 30% =
1.20%
Preferred Literature:
Nelson\Nygaard [1] provides a 4% reduction in vehicle trips for each
deed-restricted BMR unit. This is calculated from Holtzclaw [3],
with the following assumptions: 12,000 average annual VMT per
vehicle, $33,000 median per capita income (2002 figures per CA State
Department of Finance), and average income in BMR units 25% below
median. With a coefficient of -0.0565 (estimate for VMT/vehicle as a
function of
$/capita) from [3], the VMT reduction is 0.0565*33,000*0.25/12,000 =
4%.
Alternative Literature:
-
50% greater transit school trips than
higher income households
Fehr & Peers [6] developed Direct Ridership Models to predict the
Bay Area Rapid Transit (BART) ridership activity. One of the
objectives of this assessment was to understand the land use and
system access factors that influence commute period versus off-peak
travel on BART. The analysis focused on the Metropolitan
Transportation Commission 2000 Bay Area Travel Survey [7], using the
data on household travel behavior to extrapolate relationships
between household characteristics and BART mode choice. The study
found that regardless of distance from BART, lower income households
generate at least 50% higher BART use for school trips than higher
income households. More research would be needed to provide more
applicable information regarding other types of transit throughout
the state.
Other Literature Reviewed:
[4] Bento, Antonio M., Maureen L. Cropper, Ahmed Mushfiq Mobarak,
and Katja Vinha.
2005. “The Effects of Urban Spatial Structure on Travel Demand in
the United States.” The Review of Economics and Statistics
87,3: 466-478. (cited in Measure Description section)
[5] San Francisco BMR Program:
http://www.ci.sf.ca.us/site/moh_page.asp?id=48083
(p.1) (cited in Discussion section). [6] Fehr & Peers. Access
BART. 2006.
[7] BATS. 2000. 2000 Bay Area Travel Survey.
Transportation |
MP#
LU-4.2 |
LUT-7 |
Land Use / Location |
-
Orient Project Toward Non-Auto
Corridor Range of Effectiveness: Grouped strategy. [See
LUT-3]
Measure Description:
A project that is designed around an existing or planned transit, bicycle,
or pedestrian corridor encourages alternative mode use. For this measure,
the project is oriented towards a planned or existing transit, bicycle, or
pedestrian corridor. Setback distance is minimized.
The
benefits of Orientation toward Non-Auto Corridor have not been
sufficiently quantified in the existing literature. This measure is most
effective when applied in combination of multiple design elements that
encourage this use. There is not sufficient evidence that this measure
results in non-negligible trip reduction unless combined with measures
described elsewhere in this report, including neighborhood design, density
and diversity of development, transit accessibility and pedestrian and
bicycle network improvements. Therefore, the trip reduction percentages
presented below should be used only as reasonableness checks. They may be
used to assess whether, when applied to projects oriented toward non-auto
corridors, analysis of all of those other development design factors
presented in this report produce trip reductions at least as great as the
percentages listed below.
Measure Applicability:
-
Urban or suburban context; may be applicable
in a master-planned rural community
-
Appropriate for residential, retail, office,
industrial, and mixed-use projects
Alternative Literature:
Alternate:
-
0.25 – 0.5% reduction in vehicle miles
traveled (VMT)
The
Sacramento Metropolitan Air Quality Management District (SMAQMD)
Recommended Guidance for Land Use Emission Reductions attributes 0.5%
reduction for a project oriented towards an existing corridor. A
0.25% reduction is attributed for a project oriented towards a
planned corridor. The planned transit, bicycle, or pedestrian
corridor must be in a General Plan, Community Plan, or similar plan.
Alternate:
-
0.5% reduction in VMT per 1% improvement in
transit frequency
-
0.5% reduction in VMT per 10% increase in
transit ridership
Transportation |
MP#
LU-4.2 |
LUT-7 |
Land Use / Location |
The Center for Clean Air Policy (CCAP) Guidebook [2] attributes a
0.5 % reduction per 1% improvement in transit frequency. Based on a case
study presented in the CCAP report, a 10% increase in transit ridership
would result in a 0.5% reduction. (This information is based on a TIAX
review for SMAQMD).
The
sources cited above reflect existing guidance rather than empirical
studies.
Alternative Literature References:
[1] Sacramento Metropolitan Air Quality Management District (SMAQMD).
“Recommended Guidance for Land Use Emission Reductions.”
http://www.airquality.org/ceqa/GuidanceLUEmissionReductions.pdf
[2] Center for Clean Air Policy (CCAP). Transportation Emission
Guidebook.
http://www.ccap.org/safe/guidebook/guide_complete.html
TIAX
Results of 2005 Literature Search Conducted by TIAX on behalf of SMAQMD
Other Literature Reviewed:
None
Transportation |
LUT-8 |
Land Use / Location |
-
Locate Project near Bike Path/Bike
Lane Range of Effectiveness: Grouped strategy. [See LUT-4]
Measure Description:
A Project that is designed around an existing or planned bicycle facility
encourages alternative mode use. The project will be located within 1/2
mile of an existing Class I path or Class II bike lane. The project design
should include a comparable network that connects the project uses to the
existing offsite facilities.
This
measure is most effective when applied in combination of multiple design
elements that encourage this use. Refer to Increase Destination
Accessibility (LUT-4) strategy. The benefits of Proximity to Bike
Path/Bike Lane are small as a standalone strategy. The strategy should be
grouped with the Increase Destination Accessibility strategy to increase
the opportunities for multi-modal travel.
Measure Applicability:
-
Urban or suburban context; may be applicable
in a rural master planned community
-
Appropriate for residential, retail, office,
industrial, and mixed-use projects
Alternative Literature:
Alternate:
-
0.625% reduction in vehicle miles traveled (VMT)
As a
rule of thumb, the Center for Clean Air Policy (CCAP) Guidebook
[1] attributes a 1% to 5% reduction associated with comprehensive
bicycle programs. Based on the CCAP guidebook, the TIAX report allots
2.5% reduction for all bicycle-related measures and a 1/4 of that for
this measure alone. (This information is based on a TIAX review for
SMAQMD).
Alternative Literature References:
[1] Center for Clean Air Policy (CCAP). Transportation Emission
Guidebook.
http://www.ccap.org/safe/guidebook/guide_complete.html; TIAX Results
of 2005 Literature Search Conducted by TIAX on behalf of SMAQMD.
Other Literature Reviewed:
None
Transportation |
LUT-8 |
Land Use / Location |
-
Improve Design of Development
Range of Effectiveness: 3.0 – 21.3% vehicle miles traveled
(VMT) reduction and therefore 3.0-21.3% reduction in GHG emissions.
Measure Description:
The project will include improved design elements to enhance walkability
and connectivity. Improved street network characteristics within a
neighborhood include street accessibility, usually measured in terms of
average block size, proportion of four- way intersections, or number of
intersections per square mile. Design is also measured in terms of
sidewalk coverage, building setbacks, street widths, pedestrian crossings,
presence of street trees, and a host of other physical variables that
differentiate pedestrian-oriented environments from auto-oriented
environments.
Measure Applicability:
-
Urban and suburban context
-
Negligible impact in a rural context
-
Appropriate for residential, retail, office,
industrial and mixed-use projects
Baseline Method:
See introduction to transportation section for a discussion of how to
estimate trip rates and VMT. The CO2
emissions are calculated from VMT as follows:
CO2 = VMT x EFrunning
Where:
traveled
for
running emissions
VMT = vehicle miles EFrunning
= emission factor
Inputs:
The following information needs to be provided by the Project Applicant:
-
Number of intersections per square mile
Mitigation Method:
Where
% VMT Reduction = Intersections * B
Transportation |
LUT-8 |
Land Use / Location |
Intersections = Percentage increase in intersections versus a typical
ITE suburban development
Intersectionsper square
mi l eof proj ect - Intersectionsper square mi l eof typi calIT E
suburban devel opment Intersectionsper square
mileof typicalITE suburban development
= Inters ections per
s quarem ileof project 36
36
See Appendix C for detail [not to exceed 500% increase]
B =
Elasticity of VMT with respect to percentage of intersections (0.12 from
[1])
Assumptions:
Data based upon the following references:
[1]
Ewing, R., and Cervero, R., "Travel and the Built Environment - A
Meta-Analysis."
Journal of the American Planning Association, <to be
published> (2010). Table 4.
Emission Reduction Ranges and Variables:
Pollutant Category Emissions Reductions43
CO2e 3.0 – 21.3% of running
PM 3.0 – 21.3% of running
CO 3.0 – 21.3% of running
NOx 3.0 – 21.3% of running
SO2 3.0 – 21.3% of
running
ROG 1.8 – 12.8% of total
Discussion:
The VMT reductions for this strategy are based on changes in
intersection density versus the standard suburban intersection density
in North America. This standard density is used as a baseline to mirror
the density reflected in the ITE Trip Generation Manual, which is
the baseline method for determining VMT.
The
calculations in the Example section look at a low and high range of
intersection densities. The low range is simply a slightly higher
density than the typical ITE
-
The percentage reduction
reflects emission reductions from running emissions. The actual value
will be less than this when starting and evaporative emissions are
factored into the analysis. ROG emissions have been adjusted to
reflect a ratio of 40% evaporative and 60% exhaust emissions based on
a statewide EMFAC run of all vehicles.
Transportation |
LUT-8 |
Land Use / Location |
development. The high range uses an average intersection density of
mixed use/transit-oriented development sites (TOD Site surveys in the
Bay Area for Candlestick-Hunters Point Phase II TIA, Fehr &
Peers, 2009).
There are two separate maxima noted in the fact sheet: a cap of 500%
on the allowable percentage increase of intersections per square mile
(variable A) and a cap of 30% on
%
VMT reduction. The rationale for the 500% cap is that there are
diminishing returns to any change in environment. For example, it is
reasonably doubtful that increasing intersection density by a factor
of six instead of five would produce any additional change in travel
behavior. The purpose for the 30% cap is to limit the influence of any
single environmental factor (such as design). This emphasizes that
community designs that implement multiple land use strategies (such as
density, design, diversity, etc.) will show more of a reduction than
relying on improvements from a single land use factor.
Example:
Sample calculations are provided below:
-
Low Range % VMT Reduction (45
intersections per square mile) = (45 – 36) / 36
* 0.12 = 3.0%
-
High Range % VMT Reduction (100
intersections per square mile) = (100 – 36) / 36 * 0.12 = 21.3%
Preferred Literature:
-
-0.12 = elasticity of VMT with respect to
design (intersection/street density)
-
-0.12 = elasticity of VMT with respect to
design (% of 4-way intersections)
Ewing and Cervero’s [1] synthesis showed a strong relationship of
VMT to design elements, second only to destination accessibility.
The weighted average elasticity of VMT to intersection/street
density was -0.12 (looking at six studies). The weighted average
elasticity of VMT to percentage of 4-way intersections was -0.12
(looking at four studies, of which one controlled for self-selection44).
Alternative Literature:
Alternate:
-
2-19% reduction in VMT
-
Self selection occurs when
residents or employers that favor travel by non-auto modes choose
locations where this type of travel is possible. They are therefore
more inclined to take advantage of the available options than a
typical resident or employee might otherwise be.
Transportation |
LUT-8 |
Land Use / Location |
Growing Cooler [2] looked at various reports which studied the
effect of site design on VMT, showing a range of 2-19% reduction in
VMT. In each case, alternative development plans for the same site
were compared to a baseline or trend plan. Results suggest that VMT
and CO2 per capita
decline as site density increases as well as the mix of jobs, housing,
and retail uses become more balanced. Growing Cooler notes that
the limited number of studies, differences in assumptions and
methodologies, and variability of results make it difficult to
generalize.
Alternate:
The
Marshall and Garrick paper [3] analyzes the differences in mode shares
for grid and non-grid (“tree”) neighborhoods. For a city with a
tributary tree street network, a neighborhood with a tree network had
auto mode share of 92% while a neighborhood with a grid network had auto
mode share of 89% (3% difference). For a city with a tributary radial
street network, a tree neighborhood had auto mode share of 97% while a
grid neighborhood had auto mode share of 84% (13% difference). For a
city with a grid network, a tree neighborhood had auto mode share of 95%
while a grid neighborhood had auto mode share of 78% (17% difference).
The research is based on 24 California cities with populations between
30,000 and 100,000.
Alternative Literature References:
[2] Ewing, et al, 2008. Growing Cooler – The Evidence on Urban
Development and Climate Change. Urban Land Institute.
[3] Marshall and Garrick, 2009. “The Effect of Street Network Design on
Walking and Biking.” Submitted to the 89th
Annual Meeting of Transportation Research Board, January 2010.
(Table 3)
Other Literature Reviewed:
None
Transportation |
CEQA#
MM-T-6
MP# LU-4 |
SDT-1 Neighborhood /
Site Enhancement |
-
Neighborhood/Site Enhancements
-
Provide Pedestrian Network
Improvements
Range of Effectiveness: 0 - 2% vehicle miles traveled (VMT)
reduction and therefore 0 - 2% reduction in GHG emissions.
Measure Description:
Providing a pedestrian access network to link areas of the Project site
encourages people to walk instead of drive. This mode shift results in
people driving less and thus a reduction in VMT. The project will provide
a pedestrian access network that internally links all uses and connects to
all existing or planned external streets and pedestrian facilities
contiguous with the project site. The project will minimize barriers to
pedestrian access and interconnectivity. Physical barriers such as walls,
landscaping, and slopes that impede pedestrian circulation will be
eliminated.
Measure Applicability:
-
Urban, suburban, and rural context
-
Appropriate for residential, retail, office,
industrial and mixed-use projects
-
Reduction benefit only occurs if the project
has both pedestrian network improvements on site and connections to the
larger off-site network.
Baseline Method:
See introduction to transportation section for a discussion of how to
estimate trip rates and VMT. The CO2
emissions are calculated from VMT as follows:
CO2 = VMT x EFrunning
Where:
traveled
for
running emissions
VMT = vehicle miles EFrunning
= emission factor
Inputs:
The project applicant must provide information regarding pedestrian
access and connectivity within the project and to/from off-site
destinations.
Transportation |
CEQA#
MM-T-6
MP# LU-4 |
SDT-1 Neighborhood /
Site Enhancement |
Mitigation Method:
Estimated VMT
Reduction |
Extent of Pedestrian Accommodations |
Context |
2% |
Within Project Site and Connecting Off-Site |
Urban/Suburban |
1% |
Within Project Site |
Urban/Suburban |
< 1% |
Within Project Site and Connecting Off-Site |
Rural |
Assumptions:
Data based upon the following references:
-
Center for Clean Air Policy (CCAP)
Transportation Emission Guidebook.
http://www.ccap.org/safe/guidebook/guide_complete.html (accessed
March 2010)
-
1000 Friends of Oregon (1997) “Making the
Connections: A Summary of the LUTRAQ Project” (p. 16):
http://www.onethousandfriendsoforegon.org/resources/lut_vol7.html
Emission Reduction Ranges and Variables:
Pollutant Category Emissions Reductions45
CO2e 0 - 2% of running
PM 0 - 2% of running
CO 0 - 2% of running
NOx 0 - 2% of running
SO2 0 - 2% of
running
ROG 0 – 1.2% of total
Discussion:
As detailed in the preferred literature section below, the lower range
of 1 – 2% VMT reduction was pulled from the literature to provide a
conservative estimate of reduction potential. The literature does not
speak directly to a rural context, but an assumption was made that the
benefits will likely be lower than a suburban/urban context.
Example:
N/A – calculations are not needed.
Preferred Literature:
-
The percentage reduction
reflects emission reductions from running emissions. The actual value
will be less than this when starting and evaporative emissions are
factored into the analysis. ROG emissions have been adjusted to
reflect a ratio of 40% evaporative and 60% exhaust emissions based on
a statewide EMFAC run of all vehicles.
Transportation |
CEQA#
MM-T-6
MP# LU-4 |
SDT-1 Neighborhood /
Site Enhancement |
-
1 - 2% reduction in VMT
The Center for Clean Air Policy (CCAP) attributes a 1% reduction in
VMT from pedestrian-oriented design assuming this creates a 5%
decrease in automobile mode share (e.g. auto split shifts from 95%
to 90%). This mode split is based on the Portland Regional Land Use
Transportation and Air Quality (LUTRAQ) project. The LUTRAQ analysis
also provides the high end of 10% reduction in VMT. This 10% assumes
the following features:
-
Compact, mixed-use
communities
-
Interconnected street
network
-
Narrower roadways and
shorter block lengths
-
Sidewalks
-
Accessibility to transit and
transit shelters
-
Traffic calming measures
and street trees
-
Parks and public spaces
Other strategies (development density, diversity, design, transit
accessibility, traffic calming) are intended to account for the
effects of many of the measures in the above list. Therefore, the
assumed effectiveness of the Pedestrian Network measure should
utilize the lower end of the 1 - 10% reduction range. If the
pedestrian improvements are being combined with a significant
number of the companion strategies, trip reductions for those
strategies should be applied as well, based on the values given
specifically for those strategies in other sections of this
report. Based upon these findings, and drawing upon
recommendations presented in the alternate literature below, the
recommended VMT reduction attributable to pedestrian network
improvements, above and beyond the benefits of other measures in
the above bullet list, should be 1% for comprehensive pedestrian
accommodations within the development plan or project itself, or
2% for comprehensive internal accommodations and external
accommodations connecting to off-site destinations.
Alternative Literature:
Alternate:
-
Walking is three times more common with
enhanced pedestrian infrastructure
-
58% increase in non-auto mode share for
work trips
Transportation |
CEQA#
MM-T-6
MP# LU-4 |
SDT-1 Neighborhood
/ Site Enhancement |
The Nelson\Nygaard [1] report for the City of Santa Monica Land Use
and Circulation Element EIR summarized studies looking at pedestrian
environments. These studies have found a direct connection between
non-auto forms of travel and a high quality pedestrian environment.
Walking is three times more common with communities that have
pedestrian friendly streets compared to less pedestrian friendly
communities. Non-auto mode share for work trips is 49% in a
pedestrian friendly community, compared to 31% in an auto-oriented
community. Non-auto mode share for non-work trips is 15%, compared
to 4% in an auto-oriented community. However, these effects also
depend upon other aspects of the pedestrian friendliness being
present, which are accounted for separately in this report through
land use strategy mitigation measures such as density and urban
design.
Alternate:
-
0.5% - 2.0% reduction in VMT
The Sacramento Metropolitan Air Quality Management District (SMAQMD)
Recommended Guidance for Land Use Emission Reductions [2] attributes
1% reduction for a project connecting to existing external
streets and pedestrian facilities. A 0.5% reduction is attributed to
connecting to planned external streets and pedestrian
facilities (which must be included in a pedestrian master plan or
equivalent). Minimizing pedestrian barriers attribute an additional
1% reduction in VMT. These recommendations are generally in line
with the recommended discounts derived from the preferred literature
above.
Preferred and Alternative Literature Notes:
[1] Nelson\Nygaard, 2010. City of Santa Monica Land Use and
Circulation Element EIR Report, Appendix – Santa Monica Luce Trip
Reduction Impacts Analysis (p.401).
http://www.shapethefuture2025.net/
Nelson\Nygaard looked at the following studies: Anne Vernez Moudon,
Paul Hess, Mary Catherine Snyder and Kiril Stanilov (2003), Effects
of Site Design on Pedestrian Travel in Mixed Use, Medium-Density
Environments,
http://www.wsdot.wa.gov/research/reports/fullreports/432.1.pdf;
Robert Cervero and Carolyn Radisch (1995), Travel Choices in
Pedestrian Versus Automobile Oriented Neighborhoods,
http://www.uctc.net/papers/281.pdf;
[2] Sacramento Metropolitan Air Quality Management District (SMAQMD)
Recommended Guidance for Land Use Emission Reductions. (p. 11)
http://www.airquality.org/ceqa/GuidanceLUEmissionReductions.pdf
Other Literature Reviewed:
None
Transportation |
CEQA#
MM-T-8
MP# LU-1.6 |
SDT-2 Neighborhood
/ Site Enhancement |
-
Provide Traffic Calming Measures
Range of Effectiveness: 0.25 – 1.00% vehicle miles
traveled (VMT) reduction and therefore 0.25 – 1.00% reduction in GHG
emissions.
Measure Description:
Providing traffic calming measures encourages people to walk or bike
instead of using a vehicle. This mode shift will result in a decrease in
VMT. Project design will include pedestrian/bicycle safety and traffic
calming measures in excess of jurisdiction requirements. Roadways will be
designed to reduce motor vehicle speeds and encourage pedestrian and
bicycle trips with traffic calming features. Traffic calming features may
include: marked crosswalks, count-down signal timers, curb extensions,
speed tables, raised crosswalks, raised intersections, median islands,
tight corner radii, roundabouts or mini-circles, on-street parking,
planter strips with street trees, chicanes/chokers, and others.
Measure Applicability:
-
Urban, suburban, and rural context
-
Appropriate for residential, retail, office,
industrial and mixed-use projects
Baseline Method:
See introduction to transportation section for a discussion of how to
estimate trip rates and VMT. The CO2
emissions are calculated from VMT as follows:
CO2 = VMT x EFrunning
Where:
traveled
for
running emissions
VMT = vehicle miles EFrunning
= emission factor
Inputs:
The following information needs to be provided by the Project Applicant:
-
Percentage of streets within project with
traffic calming improvements
-
Percentage of intersections within project
with traffic calming improvements
Transportation |
CEQA#
MM-T-8
MP# LU-1.6 |
SDT-2 Neighborhood /
Site Enhancement |
Mitigation Method:
|
% of streets with improvements |
25% |
50% |
75% |
100% |
% VMT Reduction |
% of |
25% |
0.25% |
0.25% |
0.5% |
0.5% |
intersections |
50% |
0.25% |
0.5% |
0.5% |
0.75% |
with |
75% |
0.5% |
0.5% |
0.75% |
0.75% |
improvements |
100% |
0.5% |
0.75% |
0.75% |
1% |
Assumptions:
Data based upon the following references:
[1]
Cambridge Systematics. Moving Cooler: An Analysis of Transportation
Strategies for Reducing Greenhouse Gas Emissions.(p.
B-25) http://www.movingcooler.info/Library/Documents/Moving%20Cooler_Appendices
_Complete_102209.pdf
[2]
Sacramento Metropolitan Air Quality Management District (SMAQMD)
Recommended Guidance for Land Use Emission Reductions. (p.13)
http://www.airquality.org/ceqa/GuidanceLUEmissionReductions.pdf
Emission Reduction Ranges and Variables:
Pollutant Category Emissions Reductions46
CO2e 0.25 – 1.00% of running
PM 0.25 – 1.00% of running
CO 0.25 – 1.00% of running
NOx 0.25 – 1.00% of running
SO2 0.25 – 1.00% of
running
ROG 0.15 – 0.6% of total
Discussion:
The table above allows the Project Applicant to choose a range of street
and intersection improvements to determine an appropriate VMT reduction
estimate. The Applicant will look at the rows on the left and choose the
percent of intersections within
-
The percentage reduction
reflects emission reductions from running emissions. The actual value
will be less than this when starting and evaporative emissions are
factored into the analysis. ROG emissions have been adjusted to
reflect a ratio of 40% evaporative and 60% exhaust emissions based on
a statewide EMFAC run of all vehicles.
Transportation |
CEQA#
MM-T-8
MP# LU-1.6 |
SDT-2 Neighborhood /
Site Enhancement |
the project which will have traffic calming improvements. Then, the
Applicant will look at the columns along the top and choose the
percent of streets within the project which will have traffic calming
improvements. The intersection cell of the row and column selected in
the matrix is the VMT reduction estimate.
Though the literature provides some difference between a suburban and
urban context, the difference is small and thus a conservative
estimate was used to be applied to all contexts. Rural context is not
specifically discussed in the literature but is assumed to have
similar impacts.
For
a low range, a project is assumed to have 25% of its streets with
traffic calming improvements and 25% of its intersections with traffic
calming improvements. For a high range, 100% of streets and
intersections are assumed to have traffic calming improvements
Example:
N/A - No calculations needed.
Preferred Literature:
-
-0.03 = elasticity of VMT with respect to
a pedestrian environment factor (PEF)
-
1.5% - 2.0% reduction in suburban VMT
-
0.5% - 0.6% reduction in urban VMT
Moving Cooler [1] looked at Ewing’s synthesis
elasticity from the Smart Growth INDEX model (-0.03) to estimate VMT
reduction for a suburban and urban location. The estimated reduction
in VMT came from looking at the difference between the VMT results
for Moving Cooler’s strategy of pedestrian accessibility only
compared to an aggressive strategy of pedestrian accessibility and
traffic calming.
The Sacramento Metropolitan Air Quality Management District (SMAQMD)
Recommended Guidance for Land Use Emission Reductions [2]
attributes 0.25 – 1% of VMT reductions to traffic calming measures.
The table above illustrates the range of VMT reductions based on the
percent of streets and intersections with traffic calming measures
implemented. This range of reductions is recommended because it is
generally consistent with the effectiveness ranges presented in the
other preferred literature for situations in which the effects of
traffic calming are distinguished from the other measures often
found to co-exist with calming, and because it provides graduated
effectiveness estimates depending on the degree to which calming is
implemented.
Alternative Literature:
None
Transportation |
CEQA#
MM-T-8
MP# LU-1.6 |
SDT-2 Neighborhood
/ Site Enhancement |
Alternative Literature References:
None
Other Literature Reviewed:
None
Transportation |
CEQA# MM-D-6
MP# TR-6 |
SDT-3 Neighborhood
/ Site Enhancement |
-
Implement a Neighborhood Electric
Vehicle (NEV) Network
Range of Effectiveness: 0.5-12.7% vehicle miles traveled (VMT)
reduction since Neighborhood Electric Vehicles (NEVs) would result in a
mode shift and therefore reduce the traditional vehicle VMT and GHG
emissions47. Range depends on the available NEV
network and support facilities, NEV ownership levels, and the degree of
shift from traditional
Measure Description:
The project will create local "light" vehicle networks, such as NEV
networks. NEVs are classified in the California Vehicle Code as a “low
speed vehicle”. They are electric powered and must conform to applicable
federal automobile safety standards. NEVs offer an alternative to
traditional vehicle trips and can legally be used on roadways with speed
limits of 35 MPH or less (unless specifically restricted). They are ideal
for short trips up to 30 miles in length. To create an NEV network, the
project will implement the necessary infrastructure, including NEV
parking, charging facilities, striping, signage, and educational tools.
NEV routes will be implemented throughout the project and will double as
bicycle routes.
Measure Applicability:
-
Urban, suburban, and rural context
-
Small citywide or large multi-use
developments
-
Appropriate for mixed-use projects
Baseline Method:
See introduction to transportation section for a discussion of how to
estimate trip rates and VMT. The CO2
emissions are calculated from VMT as follows:
CO2 = VMT x EFrunning
Where:
traveled
for
running emissions
VMT = vehicle miles EFrunning
= emission factor
-
Transit vehicles may also
result in increases in emissions that are associated with electricity
production or fuel use. The Project Applicant should consider these
potential additional emissions when estimating mitigation for these
measures.
Transportation |
CEQA# MM-D-6
MP# TR-6 |
SDT-3 Neighborhood /
Site Enhancement |
Inputs:
The following information needs to be provided by the Project
Applicant:
Mitigation Method:
% VMT
reduction = Pop * Number * NEV
Where
Penetration = Number of NEVs per household (0.04 to 1.0 from [1]) NEV =
VMT reduction rate per household (12.7% from [2])
Assumptions:
Data based upon the following reference:
[1] City of Lincoln, MHM Engineers & Surveyors, Neighborhood Electric
Vehicle Transportation Program Final Report, Issued 04/05/05
[2]
City of Lincoln, A Report to the California Legislature as required
by Assembly Bill 2353, Neighborhood Electric Vehicle Transportation Plan
Evaluation, January 1, 2008.
Emission Reduction Ranges and Variables:
Pollutant Category Emissions Reductions48
CO2e 0.5 – 12.7% of running
PM 0.5 – 12.7% of running
CO 0.5 – 12.7%of running
NOx 0.5 – 12.7% of running
SO2 0.5 – 12.7% of
running
ROG 0.3 – 7.6% of total
Discussion:
The estimated number of NEVs per household may vary based on what the
project estimates as a penetration rate for implementing an NEV network.
Adjust according to project characteristics. The estimated reduction in
VMT is for non-NEV miles traveled. The calculations below assume that
NEV miles traveled replace regular vehicle travel.
-
48
The percentage reduction reflects emission
reductions from running emissions. The actual value will be less than
this when starting and evaporative emissions are factored into the
analysis. ROG emissions have been adjusted to reflect a ratio of 40%
evaporative and 60% exhaust emissions based on a statewide EMFAC run
of all vehicles.
Transportation |
CEQA# MM-D-6
MP# TR-6 |
SDT-3 Neighborhood /
Site Enhancement |
This may not be the case and the project should consider applying an
appropriate discount rate on what percentage of VMT is actually
replaced by NEV travel..
Example:
Sample calculations are provided below:
-
Low Range % VMT Reduction (low
penetration) = 0.04 * 12.7% = 0.5%
-
High Range % VMT Reduction (high
penetration) = 1.0 * 12.7% = 12.7%
Preferred Literature:
-
12.7% reduction in VMT per household
-
Penetration rates: 0.04 to 1 NEV /
household
The NEV Transportation Program plans to implement the following
strategies: charging facilities, striping, signage, parking,
education on NEV safety, and NEV/bicycle lines throughout the
community. . One estimate of current NEV ownership reported roughly
600 NEVs in the city of Lincoln in 200849.
With current estimated households of
~13,50050, a low estimate of NEV
penetration would be 0.04 NEV per household. A high NEV penetration
can be estimated at 1 NEV per household. The 2007 survey of NEV
users in Lincoln revealed an average use of about 3,500 miles per
year [2]. With an estimated annual 27,500 VMT/household51,
this results in a 12.7% reduction in VMT per household.
Alternative Literature:
-
0.5% VMT reduction for neighborhoods with
internal NEV connections
-
1% VMT reduction for internal and
external connections to surrounding neighborhoods
-
1.5% VMT reduction for internal NEV
connections and connections to other existing NEV networks serving
all other types of uses.
The
Sacramento Metropolitan Air Quality Management District (SMAQMD)
Recommended Guidance for Land Use Emission Reductions notes that current
studies show NEVs do not replace gas-fueled vehicles as the primary
vehicle. For the purpose
-
Lincoln, California: A NEV-Friendly
Community, Bennett Engineering, the City of Lincoln, and LincolnNEV,
August 28, 2008 -
http://electrickmotorsports.com/news.php
-
SACOG Housing Estimates
Statistics (http://www.sacog.org/about/advocacy/pdf/fact-
sheets/HousingStats.pdf). Linearly interpolated 2008 household
numbers between 2005 and 2035 projections.
-
SACOG SACSim forecasts for VMT
per household at 75.4 daily VMT per household * 365 days = 27521
annual VMT per household
Transportation |
CEQA# MM-D-6
MP# TR-6 |
SDT-3 Neighborhood /
Site Enhancement |
of providing incentives for developers to promote NEV use, a project
will receive the above listed VMT reductions for implementation.
Alternative Literature Reference:
[1] Sacramento Metropolitan Air Quality Management District (SMAQMD)
Recommended Guidance for Land Use Emission Reductions. (p. 21)
http://www.airquality.org/ceqa/GuidanceLUEmissionReductions.pdf
Other Literature Reviewed:
None
Transportation
MP# LU-3.2.1 & 4.1.4
SDT-4 Neighborhood /
Site Enhancement
-
Create Urban Non-Motorized Zones
Range of Effectiveness: Grouped strategy. [See SDT-1]
Measure Description:
The project, if located in a central business district (CBD) or major
activity center, will convert a percentage of its roadway miles to transit
malls, linear parks, or other non- motorized zones. These features
encourage non-motorized travel and thus a reduction in VMT.
This
measure is most effective when applied with multiple design elements that
encourage this use. Refer to Pedestrian Network Improvements (SDT-1)
strategy for ranges of effectiveness in this category. The benefits of
Urban Non-Motorized Zones alone have not been shown to be significant.
Measure Applicability:
-
Urban context
-
Appropriate for residential, retail, office,
industrial, and mixed-use projects
Alternative Literature:
Alternate:
-
0.01 – 0.2% annual Vehicle Miles Traveled (VMT)
reduction
Moving Cooler [1] assumes 2 – 6% of U.S. CBDs/activity
centers will convert to non- motorized zones for the purpose of
calculating the potential impact. At full implementation, this would
result in a range of CBD/activity center annual VMT reduction of
0.07-0.2% and metro VMT reduction of 0.01-0.03%.
Alternate:
Pucher, Dill, and Handy (2010) [2] note several international case
studies of urban non- motorized zones. In Bologna, Italy, vehicle
traffic declined by 50%, and 8% of those arriving in the CBD came by
bicycle after the conversion. In Lubeck, Germany, of those who used to
drive, 12% switched to transit, walking, or bicycling with the
conversion. In Aachen, Germany, car travel declined from 44% to 36%, but
bicycling stayed constant at 3%
Notes:
No literature was identified that quantifies the benefits of this
strategy at a smaller scale.
Transportation
MP# LU-3.2.1 & 4.1.4
SDT-4 Neighborhood /
Site Enhancement
Alternative Literature References:
[1] Cambridge Systematics. Moving Cooler: An Analysis of
Transportation Strategies for Reducing Greenhouse Gas Emissions.
Technical Appendices. Prepared for the Urban Land Institute.
http://www.movingcooler.info/Library/Documents/Moving%20Cooler_Appendix%
20B_Effectiveness_102209.pdf
[2] Pucher J., Dill, J., and Handy, S. Infrastructure, Programs and
Policies to Increase Bicycling: An International Review. February
2010. Preventive Medicine 50 (2010) S106–S125.
http://policy.rutgers.edu/faculty/pucher/Pucher_Dill_Handy10.pdf
Other Literature Reviewed:
None
Transportation
SDT-5
MP# TR-4.1
Neighborhood / Site
Enhancement
-
Incorporate Bike Lane Street Design
(on-site) Range of Effectiveness: Grouped strategy. [See
LUT-9]
Measure Description:
The project will incorporate bicycle lanes, routes, and shared-use paths
into street systems, new subdivisions, and large developments. These
on-street bike accommodations will be created to provide a continuous
network of routes, facilitated with markings and signage. These
improvements can help reduce peak-hour vehicle trips by making commuting
by bike easier and more convenient for more people. In addition, improved
bicycle facilities can increase access to and from transit hubs, thereby
expanding the “catchment area” of the transit stop or station and
increasing ridership. Bicycle access can also reduce parking pressure on
heavily-used and/or heavily-subsidized feeder bus lines and auto-oriented
park-and-ride facilities.
Refer to
Improve Design of Development (LUT-9) strategy for overall effectiveness
levels. The benefits of Bike Lane Street Design are small and should be
grouped with the Improve Design of Development strategy to strengthen
street network characteristics and enhance multi-modal environments.
Measure Applicability:
-
Urban and suburban context
-
Appropriate for residential, retail, office,
industrial, and mixed-use projects
Alternative Literature:
Alternate:
-
1% increase in share of workers commuting by
bicycle (for each additional mile of bike lanes per square mile)
Dill and Carr
(2003) [1] showed that each additional mile of Type 2 bike lanes per square mile
is associated with a 1% increase in the share of workers commuting by bicycle.
Note that increasing by 1 mile is significant compared to the current average of
-
miles per square mile. Also, an increase in 1% in
share of bicycle commuters would double the number of bicycle commuters in
many areas with low existing bicycle mode share.
Alternate:
-
0.05 – 0.14% annual greenhouse gas (GHG)
reduction
-
258 – 830% increase in bicycle community
Moving Cooler [2], based off of a national baseline,
estimates 0.05% annual reduction in GHG emissions and 258% increase in
bicycle commuting assuming 2 miles of bicycle
Transportation
SDT-5
MP# TR-4.1
Neighborhood / Site
Enhancement
lanes per square mile in areas with density > 2,000 persons per square
mile. For 4 miles of bicycle lanes, estimates 0.09% GHG reductions and
449% increase in bicycle commuting. For 8 miles of bicycle lanes,
estimates 0.14% GHG reductions and 830% increase in bicycle commuting.
Companion strategies assumed include bicycle parking at commercial
destinations, busses fitted with bicycle carriers, bike accessible rapid
transit lines, education, bicycle stations, end-trip facilities, and
signage.
Alternate:
-
0.075% increase in bicycle commuting with each
mile of bikeway per 100,000 residents
A
before-and-after study by Nelson and Allen (1997) [3] of bicycle facility
implementation found that each mile of bikeway per 100,000 residents increases
bicycle commuting 0.075%, all else being equal.
Alternative Literature References:
[1] Dill, Jennifer and Theresa Carr (2003). “Bicycle Commuting and Facilities in
Major
U.S. Cities: If You Build Tem, Commuters Will Use Them – Another Look.” TRB
2003 Annual Meeting CD-ROM.
[2]
Cambridge Systematics. Moving Cooler: An Analysis of Transportation
Strategies for Reducing Greenhouse Gas Emissions. Technical Appendices.
Prepared for the Urban Land Institute.
http://www.movingcooler.info/Library/Documents/Moving%20Cooler_Appendix%
20B_Effectiveness_102209.pdf
[3] Nelson, Arthur and David Allen (1997). “If You Build Them, Commuters Will
Use Them; Cross-Sectional Analysis of Commuters and Bicycle Facilities.”
Transportation Research Record 1578.
Other Literature Reviewed:
None
Transportation |
CEQA# MM T-1
MP# TR-4.1 |
SDT-6 Neighborhood / Site
Enhancement |
-
Provide Bike Parking in
Non-Residential Projects Range of Effectiveness: Grouped
strategy. [See LUT-9]
Measure Description:
A non-residential project will provide short-term and long-term bicycle
parking facilities to meet peak season maximum demand. Refer to Improve
Design of Development (LUT-9) strategy for overall effectiveness ranges.
Bike Parking in Non-Residential Projects has minimal impacts as a
standalone strategy and should be grouped with the Improve Design of
Development strategy to encourage bicycling by providing strengthened
street network characteristics and bicycle facilities.
Measure Applicability:
-
Urban, suburban, and rural contexts
-
Appropriate for retail, office, industrial,
and mixed-use projects
Alternative Literature:
Alternate:
-
0.625% reduction in Vehicle Miles Traveled (VMT)
As a
rule of thumb, the Center for Clean Air Policy (CCAP) guidebook [1]
attributes a 1% to 5% reduction in VMT to the use of bicycles, which
reflects the assumption that their use is typically for shorter trips.
Based on the CCAP Guidebook,
the TIAX report allots 2.5% reduction for all bicycle-related measures
and a quarter of that for this bicycle parking alone. (This information
is based on a TIAX review for Sacramento Metropolitan Air Quality
Management District (SMAQMD).)
Alternate:
-
0.05 – 0.14% annual greenhouse gas (GHG)
reduction
-
258 – 830% increase in bicycle community
Moving Cooler [2], based off of a national baseline,
estimates 0.05% annual reduction in GHG emissions and 258% increase in
bicycle commuting assuming 2 miles of bicycle lanes per square mile in
areas with density > 2,000 persons per square mile. For 4 miles of
bicycle lanes, Moving Cooler estimates 0.09% GHG
reductions and 449% increase in bicycle commuting. For 8 miles of
bicycle lanes, Moving Cooler estimates 0.14% GHG
reductions and 830% increase in bicycle commuting. Companion strategies
assumed include bicycle parking at commercial destinations, busses
fitted with bicycle carriers, bike accessible rapid transit lines,
education, bicycle stations, end- trip facilities, and signage.
Transportation |
CEQA#
MM T-1
MP# TR-4.1 |
SDT-6 Neighborhood /
Site Enhancement |
Alternative Literature References:
[1]Center
For Clean Air Policy (CCAP) Transportation Emission Guidebook.
http://www.ccap.org/safe/guidebook/guide_complete.html;
Based on results of 2005 literature search conducted by TIAX on behalf
of SMAQMD.
[2]
Cambridge Systematics. Moving Cooler: An Analysis of Transportation
Strategies for Reducing Greenhouse Gas Emissions. Technical
Appendices. Prepared for the Urban Land Institute.
http://www.movingcooler.info/Library/Documents/Moving%20Cooler_Appendix%
20B_Effectiveness_102209.pdf
Other Literature Reviewed:
None
Transportation |
CEQA#
MM T-3
MP# TR-4.1.2 |
SDT-7 Neighborhood /
Site Enhancement |
-
Provide Bike Parking with
Multi-Unit Residential Projects Range of Effectiveness:
Grouped strategy. [See LUT-9]
Measure Description:
Long-term bicycle parking will be provided at apartment complexes or
condominiums without garages. Refer to Improve Design of Development
(LUT-9) strategy for effectiveness ranges in this category. The benefits
of Bike Parking with Multi-Unit Residential Projects have no quantified
impacts and should be grouped with the Improve Design of Development
strategy to encourage bicycling by providing strengthened street network
characteristics and bicycle facilities.
Measure Applicability:
-
Urban, suburban, or rural contexts
-
Appropriate for residential projects
Alternative Literature:
No literature was identified that specifically looks at the quantitative
impact of including bicycle parking at multi-unit residential sites.
Alternative Literature References:
None
Other Literature Reviewed:
None
Transportation
CEQA# MM T-17 & E-11
MP# TR-5.4
SDT-8 Neighborhood / Site
Enhancement
-
Provide Electric Vehicle Parking
Range of Effectiveness: Grouped strategy. [See SDT-3]
Measure Description:
This project will implement accessible electric vehicle parking. The
project will provide conductive/inductive electric vehicle charging
stations and signage prohibiting parking for non-electric vehicles. Refer
to Neighborhood Electric Vehicle Network (SDT-3) strategy for
effectiveness ranges in this category. The benefits of Electric Vehicle
Parking may be quantified when grouped with the use of electric vehicles
and or Neighborhood Electric Vehicle Network.
Measure Applicability:
-
Urban or suburban contexts
-
Appropriate for residential, retail, office,
mixed use, and industrial projects
Alternative Literature:
No literature was identified that specifically looks at the quantitative
impact of implementing electric vehicle parking.
Alternative Literature References:
None
Other Literature Reviewed:
None
Transportation
MP# TR-4.1 SDT-9
Neighborhood / Site Enhancement
-
Dedicate Land for Bike Trails
Range of Effectiveness: Grouped strategy. [See LUT-9]
Measure Description:
Larger projects may be required to provide for, contribute to, or dedicate
land for the provision of off-site bicycle trails linking the project to
designated bicycle commuting routes in accordance with an adopted citywide
or countywide bikeway plan.
Refer to
Improve Design of Development (LUT-9) strategy for ranges of
effectiveness in this category. The benefits of Land Dedication for Bike
Trails have not been quantified and should be grouped with the Improve
Design of Development strategy to strengthen street network
characteristics and improve connectivity to off-site bicycle networks.
Measure Applicability:
-
Urban, suburban, or rural contexts
-
Appropriate for large residential, retail,
office, mixed use, and industrial projects
Alternative Literature:
No literature was identified that specifically looks at the quantitative impact
of implementing land dedication for bike trails.
Alternative Literature References:
None
Other Literature Reviewed:
None
Transportation |
MP# LU-1.7 & LU-2.1.1.4 |
PDT-1 |
Parking Policy / Pricing |
-
Parking Policy/Pricing
-
Limit Parking Supply
Range of Effectiveness: 5 – 12.5% vehicle miles travelled
(VMT) reduction and therefore 5 – 12.5% reduction in GHG emissions.
Measure Description:
The project will change parking requirements and types of supply within
the project site to encourage “smart growth” development and alternative
transportation choices by project residents and employees. This will be
accomplished in a multi-faceted strategy:
-
Elimination (or reduction) of minimum parking
requirements52
-
Creation of maximum parking requirements
-
Provision of shared parking
Measure Applicability:
-
Urban and suburban context
-
Negligible in a rural context
-
Appropriate for residential, retail, office,
industrial and mixed-use projects
-
Reduction can be counted only if spillover
parking is controlled (via residential permits and on-street market rate
parking) [See PPT-5 and PPT-7]
Baseline Method:
See introduction to transportation section for a discussion of how to
estimate trip rates and VMT. The CO2
emissions are calculated from VMT as follows:
CO2 = VMT x EFrunning
Where:
VMT =
vehicle miles traveled
EFrunning
= emission factor for running emissions
Inputs:
The following information needs to be provided by the Project Applicant:
-
ITE parking generation rate for project site
-
Actual parking provision rate for project
site
-
This may require changes to
local ordinances and regulations.
Transportation |
MP# LU-1.7 & LU-2.1.1.4 |
PDT-1 |
Parking Policy / Pricing |
Mitigation Method:
%
VMT Reduction =
Actual parkingprovis ion ITE parking
generationrate
0.5
ITE parkinggenerationrate
Assumptions:
Data based upon the following references:
[1] Nelson\Nygaard, 2005. Crediting Low-Traffic Developments (p. 16)
http://www.montgomeryplanning.org/transportation/documents/TripGenerationAn
alysisUsingURBEMIS.pdf
All trips affected are assumed average trip lengths to convert from
percentage vehicle trip reduction to VMT reduction (% vehicle trips =
%VMT).
Emission Reduction Ranges and Variables:
Pollutant Category Emissions Reductions53
CO2e 5 – 12.5% of running
PM 5 – 12.5% of running
CO 5 – 12.5% of running
NOx 5 – 12.5% of running
SO2 5 – 12.5% of
running
ROG 3 – 7.5% of total
Discussion:
The literature suggests that a 50% reduction in conventional parking
provision rates (per ITE rates) should serve as a typical ceiling for
the reduction calculation. The upper range of VMT reduction will vary
based on the size of the development (total number of spaces
provided). ITE rates are used as baseline conditions to measure the
effectiveness of this strategy.
Though not specifically documented in the literature, the degree of
effectiveness of this measure will vary based on the level of
urbanization of the project and surrounding areas, level of existing
transit service, level of existing pedestrian and bicycle networks and
other factors which would complement the shift away from
single-occupant vehicle travel.
-
The percentage reduction
reflects emission reductions from running emissions. The actual value
will be less than this when starting and evaporative emissions are
factored into the analysis.
Transportation |
MP# LU-1.7 & LU-2.1.1.4 |
PDT-1 |
Parking Policy / Pricing |
Example:
If the ITE parking generation rate for the project is 100 spaces, for
a low range a 5% reduction in spaces is assumed. For a high range a
25% reduction in spaces is assumed.
Low range % VMT Reduction = [(100 - 95)/100] * 0.5 =
2.5%
High range % VMT Reduction = [(100 - 75)/100] * 0.5
= 12.5%
Preferred Literature:
To develop this model, Nelson\Nygaard [1] used the Institute of
Transportation Engineers’ Parking Generation handbook as the
baseline figure for parking supply. This is assumed to be
unconstrained demand. Trip reduction should only be credited if
measures are implemented to control for spillover parking in and
around the project, such as residential parking permits, metered
parking, or time-limited parking.
Alternative Literature:
-
100% increase in transit ridership
-
100% increase in transit mode share
According to TCRP Report 95, Chapter 18 [2], the central
business district of Portland, Oregon implemented a maximum parking
ratio of 1 space per 1,000 square feet of new buildings and
implemented surface lot restrictions which limited conditions where
buildings could be razed for parking. A “before and after” study was
not conducted specifically for the maximum parking requirements and
data comes from various surveys and published reports. Based on
rough estimates the approximate parking ratio of 3.4 per 1,000
square feet in 1973 (for entire downtown) had been reduce to 1.5 by
1990. Transit mode share increased from 20% to 40%. The increases in
transit ridership and mode share are not solely from maximum parking
requirements. Other companion strategies, such as market parking
pricing and high fuel costs, were in place.
Alternative Literature Sources:
[1] TCRP Report 95, Chapter 18: Parking Management and Supply:
Traveler Response to Transportation System Changes. (p. 18-6)
http://onlinepubs.trb.org/onlinepubs/tcrp/tcrp_rpt_95c18.pdf
Other Literature Reviewed:
None
Transportation |
|
MP#
LU-1.7 |
PDT-2 |
Parking Policy / Pricing |
-
Unbundle Parking Costs from
Property Cost
Range of Effectiveness: 2.6 – 13% vehicles miles traveled
(VMT) reduction and therefore 2.6 – 13% reduction in GHG emissions.
Measure Description:
This project will unbundle parking costs from property costs. Unbundling
separates parking from property costs, requiring those who wish to
purchase parking spaces to do so at an additional cost from the property
cost. This removes the burden from those who do not wish to utilize a
parking space. Parking will be priced separately from home rents/purchase
prices or office leases. An assumption is made that the parking costs are
passed through to the vehicle owners/drivers utilizing the parking spaces.
Measure Applicability:
-
Urban and suburban context
-
Negligible impact in a rural context
-
Appropriate for residential, retail, office,
industrial and mixed-use projects
-
Complementary strategy includes Workplace
Parking Pricing. Though not required, implementing workplace parking
pricing ensures the market signal from unbundling parking is transferred
to the employee.
Baseline Method:
See introduction to transportation section for a discussion of how to
estimate trip rates and VMT. The CO2
emissions are calculated from VMT as follows:
CO2 = VMT x EFrunning
Where:
traveled
for
running emissions
VMT = vehicle miles EFrunning
= emission factor
Inputs:
The following information needs to be provided by the Project Applicant:
-
Monthly parking cost for project site
Mitigation Method:
% Reduction in VMT = Change in vehicle cost * elasticity * A
Transportation |
|
MP#
LU-1.7 |
PDT-2 |
Parking Policy / Pricing |
Where:
-
-0.4 = elasticity of vehicle ownership with
respect to total vehicle costs (lower end per VTPI)
-
Change in vehicle cost = monthly parking cost
* (12 / $4,000), with $4,000 representing the annual vehicle cost per
VTPI [1]
-
A: 85% = adjustment from vehicle ownership to
VMT (see Appendix C for detail)
Assumptions:
Data based upon the following references:
[1]
Victoria Transport Policy Institute,
Parking Requirement Impacts on Housing Affordability;
http://www.vtpi.org/park-hou.pdf; January 2009; accessed March 2010.
(Annual/monthly parking fees estimated by VTPI in 2009) (p. 8, Table 3)
o For the elasticity of vehicle
ownership, VTPI cites Phil Goodwin, Joyce Dargay and Mark Hanly
(2003), Elasticities Of Road Traffic And Fuel Consumption With
Respect To Price And Income: A Review, ESRC Transport Studies Unit,
University
College London (www.transport.ucl.ac.uk),
commissioned by the UK Department of the Environment, Transport and the
Regions (now UK Department for Transport); J.O. Jansson (1989), “Car
Demand Modeling
and Forecasting,” Journal of Transport Economics and Policy, May
1989,
pp.
125-129; Stephen Glaister and Dan Graham (2000), The Effect of Fuel
Prices on Motorists, AA Motoring Policy Unit (www.theaa.com)
and the UK Petroleum Industry Association (http://195.167.162.28/policyviews/pdf/effect_fuel_prices.pdf);
and Thomas F. Golob (1989), “The Casual Influences of Income and Car
Ownership on Trip Generation by Mode”, Journal of Transportation
Economics and Policy, May 1989, pp. 141-162
Emission Reduction Ranges and Variables:
Pollutant Category Emissions Reductions54
CO2e 2.6 – 13% of running
PM 2.6 – 13% of running
CO 2.6 – 13% of running
-
The percentage reduction
reflects emission reductions from running emissions. The actual value
will be less than this when starting and evaporative emissions are
factored into the analysis. ROG emissions have been adjusted to
reflect a ratio of 40% evaporative and 60% exhaust emissions based on
a statewide EMFAC run of all vehicles.
Transportation |
|
MP#
LU-1.7 |
PDT-2 |
Parking Policy / Pricing |
NOx 2.6 – 13% of running
SO2 2.6 – 13% of
running
ROG 1.6 – 7.8% of total
Discussion:
As discussed in the preferred literature section, monthly parking
costs typically range from $25 to $125. The lower end of the
elasticity range provided by VTPI is used here to be conservative.
Example:
Sample calculations are provided below:
Low Range % VMT Reduction = $25* 12 / $4000 * 0.4 *
85% = 2.6%
High Range % VMT Reduction = $125* 12 / $4000 * 0.4
* 85%= 12.8%
Preferred Literature:
-
-0.4 to -1.0 = elasticity of vehicle
ownership with respect to total vehicle costs
The above elasticity comes from a synthesis of literature. As noted
in the VTPI report [1], a 10% increase in total vehicle costs
(operating costs, maintenance, fuel, parking, etc.) reduces vehicle
ownership between 4% and 10%. The report, estimating $4,000 in
annual costs per vehicle, calculated vehicle ownership reductions
from residential parking pricing.
Vehicle Ownership Reductions from Residential Parking Pricing
Annual (Monthly) Parking Fee |
-0.4 Elasticity |
-0.7 Elasticity |
-1.0 Elasticity |
$300 ($25) |
4% |
6% |
8% |
$600 ($50) |
8% |
11% |
15% |
$900 ($75) |
11% |
17% |
23% |
$1,200 ($100) |
15% |
23% |
30% |
$1,500 ($125) |
19% |
28% |
38% |
Alternative Literature:
None
Alternative Literature Notes:
None
Other Literature Reviewed:
None
Transportation |
|
PDT-3 |
Parking Policy / Pricing |
-
Implement Market Price Public
Parking (On-Street)
Range of Effectiveness: 2.8 – 5.5% vehicle miles traveled
(VMT) reduction and therefore 2.8 – 5.5% reduction in GHG emissions.
Measure Description:
This
project and city in which it is located will implement a pricing strategy
for parking by pricing all central business district/employment
center/retail center on-street parking. It will be priced to encourage
“park once” behavior. The benefit of this measure above that of paid
parking at the project only is that it deters parking spillover from
project- supplied parking to other public parking nearby, which undermine
the vehicle miles traveled (VMT) benefits of project pricing. It may also
generate sufficient area-wide mode shifts to justify increased transit
service to the area.
Measure Applicability:
-
Urban and suburban context
-
Negligible impact in a rural context
-
Appropriate for retail, office, and mixed-use
projects
-
Applicable in a specific or general plan
context only
-
Reduction can be counted only if spillover
parking is controlled (via residential permits)
-
Study conducted in a downtown area, and thus
should be applied carefully if project is not in a central
business/activity center
Baseline Method:
See introduction to transportation section for a discussion of how to
estimate trip rates and VMT. The CO2
emissions are calculated from VMT as follows:
CO2 = VMT x EFrunning
Where:
traveled
for
running emissions
VMT = vehicle miles EFrunning
= emission factor
Inputs:
The following information needs to be provided by the Project Applicant:
-
Location of project site: low density suburb,
suburban center, or urban location
Transportation |
|
PDT-3 |
Parking Policy / Pricing |
-
Percent increase in on-street parking prices
(minimum 25% needed)
Mitigation Method:
Where:
% VMT
Reduction = Park$ * B
Park$ = Percent increase in on-
street parking prices (minimum of 25%
increase [1])
B = Elasticity of VMT with
respect to parking price (0.11, from [2])
Assumptions:
Data based upon the following references:
[1] Cambridge Systematics. Moving Cooler: An Analysis of
Transportation Strategies for Reducing Greenhouse Gas Emissions.
Technical Appendices. Prepared for the Urban Land Institute. (p. B-10)
Moving
Cooler’s parking pricing analysis cited Victoria Transport Policy
Institute, How Prices and Other Factors Affect Travel Behavior (http://www.vtpi.org/tdm/tdm11.htm#_Toc161022578).
The VTPI paper
summarized the elasticities found in the Hensher and King paper. David
A. Hensher and Jenny King (2001), “Parking Demand and Responsiveness to
Supply, Price and Location in Sydney Central Business District,”
Transportation Research A, Vol. 35, No. 3 (www.elsevier.com/locate/tra),
March 2001, pp. 177-196.
[2]
J. Peter Clinch and J. Andrew Kelly (2003), Temporal Variance Of
Revealed Preference On-Street Parking Price Elasticity, Department
of Environmental Studies, University College Dublin (www.environmentaleconomics.net).
(p. 2)
http://www.ucd.ie/gpep/research/workingpapers/2004/04-02.pdf
As referenced in VTPI:
http://www.vtpi.org/tdm/tdm11.htm#_Toc161022578
Emission Reduction Ranges and Variables:
Pollutant Category Emissions Reductions55
CO2e 2.8 – 5.5% of running
-
The percentage reduction
reflects emission reductions from running emissions. The actual value
will be less than this when starting and evaporative emissions are
factored into the analysis. ROG emissions have been adjusted to
reflect a ratio of 40% evaporative and 60% exhaust emissions based on
a statewide EMFAC run of all vehicles.
Transportation |
|
PDT-3 |
Parking Policy / Pricing |
PM 2.8 – 5.5% of running
CO 2.8 – 5.5% of running
NOx 2.8 – 5.5% of running
SO2 2.8 – 5.5% of
running
ROG 1.7 – 3.3% of total
Discussion:
The range of parking price increases should be a minimum of 25% and a
maximum of 50%. The minimum is based on Moving Cooler [1] discussions
which state that a less than 25% increase would not be a sufficient
amount to reduce VMT. The case study [2] looked at a 50% price
increase, and thus no conclusions can be made on the elasticities
above a 50% increase. This strategy may certainly be implemented at a
higher price increase, but VMT reductions should be capped at results
from a 50% increase to be conservative.
Example:
Assuming a baseline on-street parking price of $1, sample calculations
are provided below:
Low Range % VMT Reduction (25% increase) = ($1.25 -
$1)/$1 * 0.11 = 2.8%
-
High Range % VMT Reduction (50% increase)
= ($1.50 - $1)/$1 * 0.11 = 5.5%
Preferred Literature:
-
-0.11 parking demand elasticity with
respect to parking prices
The Clinch & Kelly study [2] of parking meters looked at the impacts
of a 50% price increase in the cost of on-street parking. The case
study location was a central on- street parking area with a 3-hour
time limit and a mix of business and non-business uses. The study
concluded the parking increases resulted in an estimated average
price elasticity of demand of -0.11, while factoring in parking
duration results in an elasticity of -0.2 (cost increases also
affect the amount of time cars are parked). Though this study is
international (Dublin, Ireland), it represents a solid study of
parking meter price increases and provides a conservative estimate
of elasticity compared to the alternate literature.
Alternative Literature:
Alternate:
-
-0.19 shopper parking elasticity with
respect to parking price
-
-0.48 commuter parking elasticity with
respect to parking price
Transportation |
|
PDT-3 |
Parking Policy / Pricing |
The TCRP 95 Chapter 13 [3] report looked at a case study of
the city of San Francisco implementing a parking tax on all public
and private off-street parking (in 1970). Based on the number of
cars parked, the report estimated parking price elasticities of
-0.19 to - 0.48, an average over a three year period.
Alternate:
-
-0.15 VMT elasticity with respect to
parking prices (for low density regions)
-
-0.47 VMT elasticity with respect to
parking prices (for high density regions)
The
Moving Cooler analysis assumes a 25 percent increase in on-street
parking fees is a starting point sufficient to reduce VMT. Using the
elasticities stated above, Moving Cooler estimates an annual percent VMT
reduction from 0.42% - 1.14% for a range of regions from a large low
density region to a small high density region. The calculations assume
that pricing occurs at the urban central business district/employment
cent/retail center, one-fourth of all person trips are commute based
trips, and approximately 15% of commute trips are to the CBD or regional
activity centers.
Alternative Literature References:
[3] TCRP Report 95. Chapter 13: Parking Pricing and Fees - Traveler
Response to Transportation System Changes.
http://onlinepubs.trb.org/onlinepubs/tcrp/tcrp_rpt_95c13.pdf.
(p.13-42)
Other Literature Reviewed:
None
Transportation |
|
PDT-4 |
Parking Policy / Pricing |
-
Require Residential Area Parking
Permits
Range of Effectiveness: Grouped strategy. (See PPT-1,
PPT-2, and PPT-3)
Measure Description:
This project will require the purchase of residential parking permits (RPPs)
for long-term use of on-street parking in residential areas. Permits
reduce the impact of spillover parking in residential areas adjacent to
commercial areas, transit stations, or other locations where parking may
be limited and/or priced. Refer to Parking Supply Limitations (PPT-1),
Unbundle Parking Costs from Property Cost (PPT-2), or Market Rate Parking
Pricing (PPT-3) strategies for the ranges of effectiveness in these
categories. The benefits of Residential Area Parking Permits strategy
should be combined with any or all of the above mentioned strategies, as
providing RPPs are a key complementary strategy to other parking
strategies.
Measure Applicability:
-
Urban context
-
Appropriate for residential, retail, office,
mixed use, and industrial projects
Alternative Literature:
-
-0.45 = elasticity of vehicle miles traveled
(VMT) with respect to price
-
0.08% greenhouse gas (GHG) reduction
-
0.09-0.36% VMT reduction
Moving Cooler [1] suggested residential parking permits
of $100-$200 annually. This mitigation would impact home-based trips,
which are reported to represent approximately 60% of all urban trips.
The range of VMT reductions can be attributed to the type of urban area.
VMT reductions for $100 annual permits are 0.09% for large,
high-density; 0.12% for large, low-density; 0.12% for medium,
high-density; 0.18% for medium, low-density; 0.18% for small,
high-density; and 0.12% for small, low-density. VMT reductions for $200
annual permits are 0.18% for large, high-density; 0.24% for large,
low-density; 0.24% for medium, high-density; 0.36% for medium,
low-density; 0.36% for small, high-density; and 0.24% for small,
low-density.
Alternative Literature References:
[1] Cambridge Systematics. Moving Cooler: An Analysis of Transportation
Strategies for Reducing Greenhouse Gas Emissions. Technical Appendices.
Prepared for the Urban Land Institute.
http://www.movingcooler.info/Library/Documents/Moving%20Cooler_Appendix%20B_Eff
ectiveness_102209.pdf
Transportation |
|
TRT-1 |
Commute Trip Reduction |
-
Commute Trip Reduction Programs
-
Implement Commute Trip Reduction
Program - Voluntary
Commute
Trip Reduction Program – Voluntary, is a multi-strategy program that
encompasses a combination of individual measures described in sections
3.4.3 through
-
is presented as a means of preventing
double-counting of reductions for individual measures that are
included in this strategy. It does so by setting a maximum level of
reductions that should be permitted for a combined set of strategies
within a voluntary program.
Range of Effectiveness: 1.0 – 6.2% commute vehicle
miles traveled (VMT) Reduction and therefore 1.0 – 6.2% reduction in
commute trip GHG emissions.
Measure Description:
The project will implement a voluntary Commute Trip Reduction (CTR)
program with employers to discourage single-occupancy vehicle trips
and encourage alternative modes of transportation such as
carpooling, taking transit, walking, and biking. The main difference
between a voluntary and a required program is:
-
Monitoring and reporting is not
required
-
No established performance standards
(i.e. no trip reduction requirements)
The CTR program will provide employees with assistance in using
alternative modes of travel, and provide both “carrots” and
“sticks” to encourage employees. The CTR program should include
all of the following to apply the effectiveness reported by the
literature:
-
Carpooling encouragement
-
Ride-matching assistance
-
Preferential carpool parking
-
Flexible work schedules for carpools
-
Half time transportation coordinator
-
Vanpool assistance
-
Bicycle end-trip facilities (parking,
showers and lockers)
Other strategies may also be included as part of a voluntary CTR
program, though they are not included in the reductions estimation
and thus are not incorporated in the estimated VMT reductions.
These include: new employee orientation of trip reduction and
alternative mode options, event promotions and publications,
flexible work schedule for all employees, transit subsidies,
parking cash-out or priced parking, shuttles, emergency ride home,
and improved on-site amenities.
Transportation |
|
TRT-1 |
Commute Trip Reduction |
Measure Applicability:
-
Urban and suburban context
-
Negligible in a rural context, unless
large employers exist, and suite of strategies implemented are
relevant in rural settings
-
Appropriate for retail, office,
industrial and mixed-use projects
Baseline Method:
See introduction to transportation section for a discussion of how
to estimate trip rates and VMT. The CO2
emissions are calculated from VMT as follows:
CO2 = VMT x EFrunning
Where:
traveled
for running emissions
VMT = vehicle miles EFrunning
= emission factor
Inputs:
The following information needs to be provided by the Project
Applicant:
-
Percentage of employees eligible
-
Location of project site: low density
suburb, suburban center, or urban location
Mitigation Method:
% VMT Reduction = A * B
Where
A = % reduction in commute VMT (from [1]) B = % employees eligible
Detail:
-
A: 5.2% (low density suburb), 5.4%
(suburban center), 6.2% (urban) annual reduction in commute VMT
(from [1])
Assumptions:
Data based upon the following references:
Transportation |
|
TRT-1 |
Commute Trip Reduction |
-
Cambridge Systematics. Moving
Cooler: An Analysis of Transportation Strategies for Reducing
Greenhouse Gas Emissions. Technical Appendices. Prepared for
the Urban Land Institute. (Table 5.13)
http://www.movingcooler.info/Library/Documents/Moving%20Cooler_Appendix%
20B_Effectiveness_102209.pdf
Emission Reduction Ranges and Variables:
Pollutant Category Emissions Reductions56
CO2e 1.0 – 6.2% of running
PM 1.0 – 6.2% of running
CO 1.0 – 6.2% of running
NOx 1.0 – 6.2% of running
SO2 1.0 – 6.2%
of running
ROG 0.6 –3.7% of total
Discussion:
This set of strategies typically serves as a complement to the
more effective workplace CTR strategies such as pricing and
parking cash out.
Example:
Sample calculations are provided below:
-
Low Range % VMT Reduction (low density
suburb and 20% eligible) = 5.2% * 0.2
= 1.0%
-
High Range % VMT Reduction (urban and
100% eligible) = 6.2% * 1 = 6.2%
Preferred Literature:
-
5.2 - 6.2% commute VMT reduction
Moving Cooler assumes the employer support program will
include: carpooling, ride- matching, preferential carpool parking,
flexible work schedules for carpools, a half-time transportation
coordinator, vanpool assistance, bicycle parking, showers, and locker
facilities. The report assigns 5.2% reduction to large metropolitan areas,
5.4% to medium metropolitan areas, and 6.2% to small metropolitan areas.
Employer
survey results [4] showed that employees at the surveyed companies made
8.5% fewer vehicle trips to work than had been found in the baseline
surveys conducted by large employers under the area’s trip reduction
regulation (i.e. comparing voluntary program with a mandatory regulation).
This implied that the 8.5% reduction is a conservative estimate as it is
compared to another trip reduction strategy, rather than comparing to a
baseline with no reduction strategies implemented. Another survey also
showed that 68% of commuters drove alone to work when their employer did
not encourage trip reduction. It revealed that with employer
encouragement, the drive-alone rate fell 5 percentage points to 63%.
This
strategy assumes a companion strategy of employer encouragement. The
literature did not specify what commute options each employer provided as
part of the program. Options provided may have ranged from simply
providing public transit
Transportation |
|
TRT-1 |
Commute Trip Reduction |
information to implementing a full TDM program with parking cash out, flex
hours, emergency ride home, etc. This San Francisco Bay Area survey worked
to determine the extent and impact of the emissions saved through
voluntary trip reduction efforts (www.cleanairpartnership.com). It
identified 454 employment sites with voluntary trip reduction programs and
conducted a selected random survey of the more than 400,000 employees at
those sites. The study concluded that employer encouragement makes a
significant difference in employees’ commute choices.
Alternative Literature References:
[2] Pratt, Dick. Personal Communication Regarding the Draft of TCRP 95
Traveler Response to Transportation System Changes – Chapter 19 Employer
and Institutional TDM Strategies.
[3]
Herzog, Erik, Stacey Bricka, Lucie Audette, and Jeffra Rockwell. 2006. “Do
Employee Commuter Benefits Reduce Vehicle Emissions and Fuel Consumption?
Results of Fall 2004 Survey of Best Workplaces for Commuters.”
Transportation Research Record 1956, 34-41. (Table 8)
[4]
Transportation Demand Management Institute of the Association for Commuter
Transportation. TDM Case Studies and Commuter Testimonials.
Prepared for the US EPA. 1997. (p. 25-28)
http://www.epa.gov/OMS/stateresources/rellinks/docs/tdmcases.pdf
Other Literature Reviewed:
None
Transportation
CEQA# T-19
MP# MO-3.1
TRT-2 Commute Trip Reduction
-
Implement Commute Trip Reduction
Program – Required Implementation/Monitoring
Commute
Trip Reduction Program – Required, is a multi-strategy program that
encompasses a combination of individual measures described in sections
3.4.3 through
-
is presented as a means of preventing
double-counting of reductions for individual measures that are
included in this strategy. It does so by setting a maximum level of
reduction that should be permitted for a combined set of strategies
within a program that is contractually required of the development
sponsors and managers and accompanied by a regular performance
monitoring and reporting program.
Range of Effectiveness: 4.2 – 21.0% commute vehicle
miles traveled (VMT) reduction and therefore 4.2 – 21.0% reduction
in commute trip GHG emissions.
Measure Description:
The jurisdiction will implement a Commute Trip Reduction (CTR)
ordinance. The intent of the ordinance will be to reduce drive-alone
travel mode share and encourage alternative modes of travel. The
critical components of this strategy are:
-
Established performance standards (e.g.
trip reduction requirements)
-
Required implementation
-
Regular monitoring and reporting
Regular monitoring and reporting will be required to assess the
project’s status in meeting the ordinance goals. The project
should use existing ordinances, such as those in the cities of
Tucson, Arizona and South San Francisco, California, as examples
of successful CTR ordinance implementations. The City of Tucson
requires employers with 100+ employees to participate in the
program. An Alternative Mode Usage (AMU) goal and VMT reduction
goal is established and each year the goal is increased. Employers
persuade employees to commute via an alternative mode of
transportation at least one day a week (including carpooling,
vanpooling, transit, walking, bicycling, telecommuting, compressed
work week, or alternatively fueled vehicle). The Transportation
Demand Management (TDM) Ordinance in South San Francisco requires
all non-residential developments that produce 100 average daily
vehicle trips or more to meet a 35% non-drive-alone peak hour
requirement with fees assessed for
non-compliance. Employers have established significant CTR
programs as a result.
Measure Applicability:
-
Urban and suburban context
-
Negligible in a rural context, unless
large employers exist, and suite of strategies implemented are
relevant in rural settings
-
Jurisdiction level only
-
Strategies in this case study
calculations included:
Transportation
CEQA# T-19
MP# MO-3.1
TRT-2 Commute Trip
Reduction
-
Parking cash out
-
Employer sponsored
shuttles to transit station
-
Employer sponsored bus
servicing the Bay Area
-
Transit subsidies
Baseline Method:
See introduction to transportation section for a discussion of
how to estimate trip rates and VMT. The CO2
emissions are calculated from VMT as follows:
CO2 = VMT x
EFrunning
Where:
traveled
for running emissions
VMT = vehicle miles EFrunning
= emission factor
Inputs:
The following information needs to be provided by the Project
Applicant:
-
Percentage of employees eligible
Mitigation Method:
% VMT Reduction = A * B
Where
A = % shift in vehicle mode share of commute trips (from [1]) B =
% employees eligible
C = Adjustment from vehicle mode share to commute VMT
Detail:
-
A: 21% reduction in vehicle mode share
(from [1])
-
C: 1.0 (see Appendix C for detail)
Transportation
CEQA# T-19
MP# MO-3.1
TRT-2 Commute Trip
Reduction
Assumptions:
Data based upon the following references:
[1] Nelson/Nygaard (2008). South San Francisco Mode Share and
Parking Report for Genentech, Inc.(p. 8)
Emission Reduction Ranges and Variables:
Pollutant Category Emissions Reductions57
CO2e 4.2 – 21.0% of running
PM 4.2 – 21.0% of running
CO 4.2 – 21.0% of running
NOx 4.2 – 21.0% of running
SO2 4.2 –
21.0% of running
ROG 2.5 – 12.6% of total
Discussion: Example:
Sample calculations are provided below:
-
Low Range % VMT Reduction (20%
eligibility) = 21% * 20% = 4.2%
-
High Range % VMT Reduction (100%
eligibility) = 21% * 100% = 21%
Preferred Literature:
-
21% reduction in vehicle mode share
Genentech, in South San Francisco [1], achieved a 34% non-single-occupancy
vehicle (non-SOV) mode share (66% SOV) in 2008. Since 2006 when SOV mode
share was 74% (26% non-SOV), there has been a reduction of over 10% in
drive alone share. Carpool share was 12% in 2008, compared to 11.57% in
2006. Genentech has a significant TDM program including parking cash out
($4/day), express GenenBus service around the Bay Area, free shuttles to
Bay Area Rapid Transit (BART) and Caltrain, and transit subsidies. The
Genentech campus surveyed for this study is a large, single-tenant campus.
Taking an average transit mode share in a suburban development of 1.3% (NHTS,
-
The percentage reduction
reflects emission reductions from running emissions. The actual value
will be less than this when starting and evaporative emissions are
factored into the analysis. ROG emissions have been adjusted to reflect
a ratio of 40% evaporative and 60% exhaust emissions based on a
statewide EMFAC run of all vehicles.
Transportation
CEQA# T-19
MP# MO-3.1
TRT-2 Commute Trip Reduction
http://www.dot.ca.gov/hq/tsip/tab/documents/travelsurveys/Final2001_Stw
Travel
Survey WkdayRpt.pdf (SCAG, SANDAG, Fresno County)), this is an
estimated decrease from 98.7% to 78% vehicle mode share (66% SOV + 12%
carpool), a 21% reduction in vehicle mode share.
Alternative Literature:
Alternate:
-
10.7% average annual increase in use of
non-SOV commute modes
For
the City of Tucson [2], use of alternative commute modes increased
64.3% between 1989 and 1995. Employers integrated several key
activities into their TDM plans: disseminating information, developing
company policies to support TDM, investing in facility enhancements,
conducting promotional campaigns, and offering subsidies or incentives
to encourage AMU.
Alternative Literature References:
[2] Transportation Demand Management Institute of the Association for
Commuter Transportation. TDM Case Studies and Commuter Testimonials.
Prepared for the US EPA. 1997. (p. 17-19)
http://www.epa.gov/OMS/stateresources/rellinks/docs/tdmcases.pdf
Other Literature Reviewed:
None
Transportation |
|
MP#
MO-3.1 |
TRT-3 |
Commute Trip Reduction |
-
Provide Ride-Sharing Programs
Range of Effectiveness: 1 – 15% commute vehicle miles
traveled (VMT) reduction and therefore 1 - 15% reduction in commute trip
GHG emissions.
Measure Description:
Increasing the vehicle occupancy by ride sharing will result in fewer cars
driving the same trip, and thus a decrease in VMT. The project will
include a ride-sharing program as well as a permanent transportation
management association membership and funding requirement. Funding may be
provided by Community Facilities, District, or County Service Area, or
other non-revocable funding mechanism. The project will promote
ride-sharing programs through a multi-faceted approach such as:
-
Designating a certain percentage of parking
spaces for ride sharing vehicles
-
Designating adequate passenger loading and
unloading and waiting areas for ride-sharing vehicles
-
Providing a web site or message board for
coordinating rides
Measure Applicability:
-
Urban and suburban context
-
Negligible impact in many rural contexts, but
can be effective when a large employer in a rural area draws from a
workforce in an urban or suburban area, such as when a major employer
moves from an urban location to a rural location.
-
Appropriate for residential, retail, office,
industrial, and mixed-use projects
Baseline Method:
See introduction to transportation section for a discussion of how to
estimate trip rates and VMT. The CO2
emissions are calculated from VMT as follows:
CO2 = VMT x EFrunning
Where:
traveled
for
running emissions
VMT = vehicle miles EFrunning
= emission factor
Inputs:
The following information needs to be provided by the Project Applicant:
-
Percentage of employees eligible
Transportation |
|
MP#
MO-3.1 |
TRT-3 |
Commute Trip Reduction |
-
Location of project site: low density suburb,
suburban center, or urban location
Mitigation Method:
Where
% VMT Reduction = Commute * Employee
Commute = % reduction in commute VMT (from [1]) Employee = % employees
eligible
Detail:
-
Commute: 5% (low density suburb), 10%
(suburban center), 15% (urban) annual reduction in commute VMT (from
[1])
Assumptions:
Data based upon the following references:
[1]
VTPI. TDM Encyclopedia.
http://www.vtpi.org/tdm/tdm34.htm; Accessed 3/5/2010.
Emission Reduction Ranges and Variables:
Pollutant Category Emissions Reductions58
CO2e 1 – 15% of running
PM 1 – 15% of running
CO 1 – 15% of running
NOx 1 – 15% of running
SO2 1 – 15% of
running
ROG 0.6 – 9% of total
Discussion:
This strategy is often part of Commute Trip Reduction (CTR) Program,
another strategy documented separately (see TRT-1 and TRT-2). The
Project Applicant should take care not to double count the impacts.
Example:
Sample calculations are provided below:
-
The percentage reduction
reflects emission reductions from running emissions. The actual value
will be less than this when starting and evaporative emissions are
factored into the analysis. ROG emissions have been adjusted to
reflect a ratio of 40% evaporative and 60% exhaust emissions based on
a statewide EMFAC run of all vehicles.
Transportation |
|
MP#
MO-3.1 |
TRT-3 |
Commute Trip Reduction |
-
Low Range % VMT Reduction (low density
suburb and 20% eligible) = 5% * 20%
= 1%
-
High Range % VMT Reduction (urban and
100% eligible) = 15% * 1 = 15%
Preferred Literature:
-
5 – 15% reduction of commute VMT
The Transportation Demand Management (TDM) Encyclopedia notes
that because rideshare passengers tend to have relatively long
commutes, mileage reductions can be relatively large with rideshare.
If ridesharing reduces 5% of commute trips it may reduce 10% of
vehicle miles because the trips that are reduced are twice as long
as average. Rideshare programs can reduce up to 8.3% of commute VMT,
up to 3.6% of total regional VMT, and up to 1.8% of regional vehicle
trips (Apogee, 1994; TDM Resource Center, 1996). Another study notes
that ridesharing programs typically attract 5-15% of commute trips
if they offer only information and encouragement, and 10-30% if they
also offer financial incentives such as parking cash out or vanpool
subsidies (York and Fabricatore, 2001).
Alternative Literature:
-
Up to 1% reduction in VMT (if combined
with two other strategies)
Per the Nelson\Nygaard report [2], ride-sharing would fall under the
category of a minor TDM program strategy. The report allows a 1%
reduction in VMT for projects with at least three minor strategies.
Alternative Literature References:
[2] Nelson\Nygaard, 2005. Crediting Low-Traffic Developments
(p.12).
http://www.montgomeryplanning.org/transportation/documents/TripGenerationAn
alysisUsingURBEMIS.pdf
Criteron Planner/Engineers and Fehr & Peers Associates (2001). Index
4D Method. A Quick-Response Method of Estimating Travel Impacts
from Land-Use Changes. Technical Memorandum prepared for US EPA,
October 2001.
Other Literature Reviewed:
None
Transportation |
MP#
MO-3.1 |
TRT-4 |
Commute Trip Reduction |
-
Implement Subsidized or Discounted
Transit Program
Range of Effectiveness: 0.3 – 20.0% commute vehicle miles
traveled (VMT) reduction and therefore a 0.3 – 20.0% reduction in commute
trip GHG emissions.
Measure Description:
This project will provide subsidized/discounted daily or monthly public
transit passes. The project may also provide free transfers between all
shuttles and transit to participants. These passes can be partially or
wholly subsidized by the employer, school, or development. Many entities
use revenue from parking to offset the cost of such a project.
Measure Applicability:
-
Urban and suburban context
-
Negligible in a rural context
-
Appropriate for residential, retail, office,
industrial, and mixed-use projects
Baseline Method:
See introduction to transportation section for a discussion of how to
estimate trip rates and VMT. The CO2
emissions are calculated from VMT as follows:
CO2 = VMT x EFrunning
Where:
traveled
for
running emissions
VMT = vehicle miles EFrunning
= emission factor
Inputs:
The following information needs to be provided by the Project Applicant:
-
Percentage of project employees eligible
-
Transit subsidy amount
-
Location of project site: low density suburb,
suburban center, or urban location
Mitigation Method:
Where
%
VMT Reduction = A * B * C
A = % reduction in commute vehicle trips (VT) (from [1])
Transportation |
MP# MO-3.1 |
TRT-4 |
Commute Trip Reduction |
B = % employees eligible
C = Adjustment from commute VT to commute VMT
Detail:
Assumptions:
Data based upon the following references:
[1] TCRP Report 95. Chapter 5: Vanpools and Buspools - Traveler Response to
Transportation System Changes.
http://onlinepubs.trb.org/onlinepubs/tcrp/tcrp_rpt_95c5.pdf. (p.5-8)
Emission Reduction Ranges and Variables:
Pollutant Category Emissions Reductions65
CO2e 0.3 – 13.4% of running
PM 0.3 – 13.4% of running
CO 0.3 – 13.4% of running
NOx 0.3 – 13.4% of running
SO2 0.3 – 13.4% of running
ROG 0.18 – 8.0% of total
Discussion:
Vanpools are generally more successful with the largest of employers, as large
employee counts create the best opportunities for employees to find a suitable
number of travel companions to form a vanpool. In the San Francisco Bay Area
several large companies (such as Google, Apple, and Genentech) provide regional
bus transportation for their employees. No specific studies of these large
buspools were identified in the literature. However, the GenenBus serves as a
key element of the overall commute trip reduction (CTR) program for Genentech,
as discussed in the CTR Program – Required strategy.
This strategy
is often part of a CTR Program, another strategy documented separately (see
strategy T# E1). Take care not to double count the impacts.
Example:
Sample calculations are provided below:
-
The percentage reduction reflects
emission reductions from running emissions. The actual value will be less than
this when starting and evaporative emissions are factored into the analysis.
ROG emissions have been adjusted to reflect a ratio of 40% evaporative and 60%
exhaust emissions based on a statewide EMFAC run of all vehicles.
Transportation |
MP# MO-3.1 |
TRT-11 |
Commute Trip Reduction |
-
Low Range % VMT Reduction (low
implementation/small employer, 20% eligible)
= 2% * 20% * 0.67 = 0.3%
-
High Range % VMT Reduction (high
implementation/large employer, 100% eligible) = 20% * 100% * 0.67 = 13.4%
Preferred Literature:
-
2-20% vanpool mode share
TCRP Report 95 [1] notes that vanpools can capture 2 to 20%
mode share. This range can be attributed to differences in programs, access
to high-occupancy vehicle (HOV) lanes, and geographic range. The TCRP
Report highlights a case study of the 3M Corporation, which
with the implementation of a vanpooling program saw drive alone mode share
decrease by 10 percentage points and vanpooling mode share increase to
7.8 percent. The TCRP Report notes most vanpools programs do best
where one-way
trip
lengths exceed 20 miles, where work schedules are fixed and regular, where
employer size is sufficient to allow matching of 5 to 12 people from the
same residential area, where public transit is inadequate, and were some
congestion or parking problems exist.
Alternative Literature:
In TDM Case Studies [2], a case study of Kaiser Permanente Hospital
has shown their employer-sponsored shuttle service eliminated 380,100 miles
per month, or nearly 4 million miles of travel per year, and four tons of
smog precursors annually.
Alternative Literature References:
[2] Transportation Demand Management Institute of the Association for
Commuter Transportation. TDM Case Studies and Commuter Testimonials.
Prepared for the US EPA. 1997.
http://www.epa.gov/OMS/stateresources/rellinks/docs/tdmcases.pdf
Other Literature Reviewed:
None
Transportation |
|
TRT-12 |
Commute Trip Reduction |
-
Implement Bike-Sharing Programs
Range of Effectiveness: Grouped strategy (see SDT-5
and LUT-9)
Measure Description:
This project will establish a bike sharing program. Stations should be
at regular intervals throughout the project site. The number of
bike-share kiosks throughout the project area should vary depending on
the density of the project and surrounding area. Paris’ bike- share
program places a station every few blocks throughout the city
(approximately 28 bike stations/square mile). Bike-station density
should increase around commercial and transit hubs.
Bike
sharing programs have minimal impacts when implemented alone. This
strategy’s effectiveness is heavily dependent on the location and
context. Bike-sharing programs have worked well in densely populated
areas (examples in Barcelona, London, Lyon, and Paris) with existing
infrastructure for bicycling. Bike sharing programs should be combined
with Bike Lane Street Design (SDT-5) and Improve Design of
Development (LUT-9).
Taking evidence from the literature, a 135-300% increase in bicycling
(of which roughly 7% are shifting from vehicle travel) results in a
negligible impact (around 0.03% vehicle miles traveled (VMT) reduction
(see Appendix C for calculations)).
Measure Applicability:
-
Urban and suburban-center context only
-
Negligible in a rural context
-
Appropriate for residential, retail,
office, industrial, and mixed-use projects
Alternative Literature:
Alternate:
The International Review [1] found bike mode share increases:
from 0.75% in 2005 to 1.76% in 2007 in Barcelona
(Romero, 2008) (135% increase)
-
From 1% in 2001 to 2.5% in 2007 in Paris
(Nadal, 2007; City of Paris, 2007)
(150% increase)
From 0.5% in 1995 to 2% in 2006 in Lyon (Bonnette,
2007; Velo'V, 2009) (300% increase)
London [2] is the only study that reports the breakdown of the prior
mode In London: 6% of users reported shifting from driving, 34% from
transit, 23% said they would not have
Transportation |
|
TRT-12 |
Commute Trip Reduction |
travelled (Noland and Ishaque, 2006). Additionally, 68% of the bike
trips were for leisure or recreation. Companion strategies included
concurrent improvements in bicycle facilities.
The London program was implemented west of Central London in a
densely populated area, mainly residential, with several employment
centers. A relatively well developed bike network existed, including
over 1,000 bike racks. The program implemented 25 locker stations
with 70 bikes total.
Alternate:
-
1/3 vehicle trip reduced per day per
bicycle (1,000 vehicle trips reduced per day in Lyon)
The Bike Share Opportunities [3] report looks at two case studies of
bike-sharing implementation in France. In Lyon, the 3,000 bike-share
system shifts 1,000 car trips to bicycle each day. Surveys indicate
that 7% of the bike share trips would have otherwise been made by
car. Lyon saw a 44% increase in bicycle riding within the first year
of their program while Paris saw a 70% increase in bicycle riding
and a 5% reduction in car use and congestion within the first year
and a half of their program. The Bike Share Opportunities report
found that population density is an important part of a successful
program. Paris’ bike share subscription rates range between 6% and
9% of the total population. This equates to an average of 75,000
rentals per day. The effectiveness of bike share programs at
sub-city scales are not addressed in the literature.
Alternative Literature References:
[1] Pucher J., Dill, J., and Handy, S. Infrastructure, Programs and
Policies to Increase Bicycling: An International Review. February
2010. (Table 4)
[2] Noland, R.B., Ishaque, M.M., 2006. “Smart Bicycles in an urban
area: Evaluation of a pilot scheme in London.” Journal of Public
Transportation. 9(5), 71-95.
http://citeseerx.ist.psu.edu/viewdoc/download?doi=10.1.1.117.8173&rep=rep1&type
=pdf#page=76
[3] NYC Department of City Planning, Bike-Share Opportunities in
New York City, 2009. (p. 11, 14, 24, 68)
http://www.nyc.gov/html/dcp/html/transportation/td_bike_share.shtml
Other Literature Reviewed:
None
Transportation |
MP#
TR-3.4 |
TRT-13 |
Commute Trip Reduction |
-
Implement School Bus Program
Measure Effectiveness Range: 38 – 63% School VMT
Reduction and therefore 38 – 63% reduction in school trip GHG
emissions66
Measure Description:
The project will work with the school district to restore or expand
school bus services in the project area and local community.
Measure Applicability:
-
Urban, suburban, and rural context
-
Appropriate for residential and mixed-use
projects
Baseline Method:
See introduction to transportation section for a discussion of how
to estimate trip rates and VMT. The CO2
emissions are calculated from VMT as follows:
CO2 = VMT x EFrunning
Where:
traveled
for running emissions
VMT = vehicle miles EFrunning
= emission factor
Inputs:
The following information needs to be provided by the Project
Applicant:
-
Percentage of families expected to
use/using school bus program
Mitigation Method:
% VMT Reduction = A * B
Where
A = % families expected to use/using school bus program
B = adjustments to convert from participation to school day VMT to
annual school VMT
-
Transit vehicles may also result in
increases in emissions that are associated with electricity production or fuel
use. The Project Applicant should consider these potential additional
emissions when estimating mitigation for these measures.
Transportation |
MP# TR-3.4 |
TRT-13 |
Commute Trip Reduction |
Detail:
-
A: a typical range of 50 – 84% (see discussion
section)
-
B: 75% (see Appendix C for detail)
Assumptions:
Data based upon the following references:
[1] JD Franz Research, Inc.; Lamorinda School Bus Program, 2003 Parent
Survey, Final Report; January 2004; obtained from Juliet Hansen, Program
Manager. (p. 5)
Emission Reduction Ranges and Variables:
Pollutant Category Emissions Reductions67
CO2e 38 – 63% of running
PM 38 – 63% of running
CO 38 – 63% of running
NOx 38 – 63% of running
SO2 38 – 63% of running
ROG 23 – 38% of total
Discussion:
The literature presents a high range of effectiveness showing 84%
participation by families. 50% is an estimated low range assuming the
project has a minimum utilization goal. Note that the literature presents
results from a single case study.
Example:
Sample calculations are provided below:
-
Low Range % VMT Reduction (50% participation) =
50% * 75% = 38%
-
High Range % VMT Reduction (85% participation) =
84% * 75% = 63%
Preferred Literature:
-
84% penetration rate
-
2,451 – 2,677 daily vehicle trips reduced
-
441,180 – 481,860 annual vehicle trips reduced
-
The percentage reduction reflects
emission reductions from running emissions. The actual value will be less than
this when starting and evaporative emissions are factored into the analysis.
ROG emissions have been adjusted to reflect a ratio of 40% evaporative and 60%
exhaust emissions based on a statewide EMFAC run of all vehicles.
Transportation |
MP# TR-3.4 |
TRT-13 |
Commute Trip Reduction |
The Lamorinda School Bus Program was implemented to reduce traffic congestion
in the communities of Lafayette, Orinda, and Moraga, California. In 2003, a
parent survey was conducted to determine the extent to which the program
diverted or eliminated vehicle trips. This survey covered a representative
sample of all parents (not just those signed up for the school bus program).
The range of morning trips prevented is 1,266 to 1,382; the range of afternoon
trips prevented is 1,185 to 1,295. Annualized, the estimated total trip
prevention is between 441,180 to 481,860. 83% of parents surveyed reported
that their child usually rides the bus to school in the morning. 84% usually
rode the bus back home in the afternoons. The data came from surveys and the
results are unique to the location and extent of the program. The report did
not indicate the number of school buses in operation during the time of the
survey.
Alternative Literature:
None
Alternative Literature References:
None
Other Literature Reviewed:
None
Transportation |
|
TRT-14 |
Commute Trip Reduction |
-
Price Workplace Parking
Range of Effectiveness: 0.1 – 19.7% commute vehicle
miles traveled (VMT) reduction and therefore 0.1 -19.7% reduction in
commute trip GHG emissions.
Measure Description:
The project will implement workplace parking pricing at its employment
centers. This may include: explicitly charging for parking for its
employees, implementing above market rate pricing, validating parking
only for invited guests, not providing employee parking and
transportation allowances, and educating employees about available
alternatives.
Though
similar to the Employee Parking “Cash-Out” strategy, this strategy
focuses on implementing market rate and above market rate pricing to
provide a price signal for employees to consider alternative modes for
their work commute.
Measure Applicability:
-
Urban and suburban context
-
Negligible impact in a rural context
-
Appropriate for retail, office, industrial,
and mixed-use projects
-
Reductions applied only if complementary
strategies are in place:
-
Residential parking
permits and market rate public on-street parking - to prevent
spill-over
parking
-
Unbundled parking - is not
required but provides a market signal to employers to transfer over
the,
now explicit, cost of parking to the employees. In addition,
unbundling parking provides a price with which employers can utilize
as a means of establishing workplace parking prices.
Baseline Method:
See introduction to transportation section for a discussion of how
to estimate trip rates and VMT. The CO2
emissions are calculated from VMT as follows:
CO2 = VMT x EFrunning
Where:
traveled
for running emissions
VMT = vehicle miles EFrunning
= emission factor
Transportation |
|
TRT-14 |
Commute Trip Reduction |
Inputs:
The following information needs to be provided by the Project
Applicant:
-
Location of project site: low density
suburb, suburban center, or urban location
-
Daily parking charge ($1 - $6)
-
Percentage of employees subject to priced
parking
Mitigation Method:
%
VMT Reduction = A * B
Where
A = Percentage reduction in commute VMT (from [1] and [2]) B = Percent
of employees subject to priced parking
Detail:
-
A:
Project Location |
Daily Parking Charge |
$1 |
$2 |
$3 |
$6 |
Low density suburb |
0.5% |
1.2% |
1.9% |
2.8% |
Suburban center |
1.8% |
3.7% |
5.4% |
6.8% |
Urban Location |
6.9% |
12.5% |
16.8% |
19.7% |
Moving Cooler, VTPI, Fehr & Peers.
Note: 2009 dollars. |
Assumptions:
Data based upon the following references:
[1] Cambridge Systematics. Moving Cooler: An Analysis of
Transportation Strategies for Reducing Greenhouse Gas Emissions.
Technical Appendices. Prepared for the Urban Land Institute. (Table
5.13, Table D.3)
http://www.movingcooler.info/Library/Documents/Moving%20Cooler_Appendices_C
omplete_102209.pdf
[2] VTPI, Todd Litman, Transportation Elasticities,(Table 15)
http://www.vtpi.org/elasticities.pdf.
Comsis Corporation (1993), Implementing Effective Travel Demand
Management Measures: Inventory of Measures and Synthesis of
Experience, USDOT and Institute of Transportation Engineers (www.ite.org);
www.bts.gov/ntl/DOCS/474.html.
Transportation |
|
TRT-14 |
Commute Trip Reduction |
Emission Reduction Ranges and Variables:
Pollutant Category Emissions Reductions68
CO2e 0.1 – 19.7% of running
PM 0.1 – 19.7% of running
CO 0.1 – 19.7% of running
NOx 0.1 – 19.7% of running
SO2 0.1 – 19.7%
of running
ROG 0.06 – 11.8% of total
Discussion:
Priced parking can result in parking spillover concerns. The highest
VMT reductions should be given only with complementary strategies
such as parking time limits or neighborhood parking permits are in
place in surrounding areas.
Example:
Sample calculations are provided below:
-
Low Range % Commute VMT Reduction (low
density suburb, $1/day, 20% priced) = 0.5% * 20% = 0.1%
-
High Range % Commute VMT Reduction
(urban, $6/day, 100% priced) = 19.7%
* 100% = 19.7%
Preferred Literature:
The table above (variable A) was calculated using the percent
commute VMT reduction from Moving Cooler (0.5% - 6.9%
reduction for $1/day parking charge). The percentage reductions
for $2 - $6 / day parking charges were extrapolated by multiplying
the Moving Cooler percentages with the ratios from the VTPI
table below (percentage increases). For example, to obtain a
percent VMT reduction for a $6/day parking charge for a low
density suburb, 0.5% * ((36.1%-6.5%) /6.5%) = 2.3%. The
methodology was utilized to capture the non-linear effect of
parking charges on trip reduction (VTPI) while maintaining a
conservative estimate of percent reductions (Moving Cooler).
Preferred:
-
The percentage reduction reflects
emission reductions from running emissions. The actual value will be less than
this when starting and evaporative emissions are factored into the analysis.
ROG emissions have been adjusted to reflect a ratio of 40% evaporative and 60%
exhaust emissions based on a statewide EMFAC run of all vehicles.
Transportation |
|
TRT-14 |
Commute Trip Reduction |
Moving Cooler Technical Appendices indicate that increasing
employee parking costs
$1 per day
($0.50 per vehicle for carpool and free for vanpools) can reduce GHG between
0.44% and 2.07% and reduce commuting VMT between 0.5% and 6.9%. The reduction
in GHG varies based on how extensive the implementation of the program is. The
reduction in commuting VMT differs for type of urban area as shown in the
table below. Please note that these numbers are independent of results for
employee parking cash-out strategy (discussed in its own fact sheet).
|
|
Percent Change in Commuting VMT |
Strategy |
Description |
Large
Metropolitan (higher transit use) |
Large
Metropolitan (lower transit use) |
Medium Metro (higher) |
Medium Metro (lower) |
Small Metro (higher) |
Small Metro (lower) |
Parking
Charges |
Parking charge
of $1/day |
6.9% |
0.9% |
1.8% |
0.5% |
1.3% |
0.5% |
Source: Moving Cooler |
Preferred:
Commute Vehicle trip reduction |
Daily Parking Charges |
Worksite Setting |
$0.75 |
$1.49 |
$2.98 |
$5.96 |
Suburb |
6.5% |
15.1% |
25.3%* |
36.1%* |
Suburban Center |
12.3% |
25.1%* |
37.0%* |
46.8%* |
Central Business District |
17.5% |
31.8%* |
42.6%* |
50.0%* |
Source: VTPI [2] |
-
Discounts greater than 20% should be capped, as
they exceed levels recommended by TCRP 95 and other literature.
The
reduction in commute trips varies by parking fee and worksite setting [2].
For daily parking fees between $1.49 and $5.96, worksites set in low-density
suburbs could decrease vehicle trips by 6.5-36.1%, worksites set in activity
centers could decrease vehicle trips by 12.3-46.8%, and worksites set in
regional central business districts could decrease vehicles by 17.5-50%.
(Note that adjusted parking fees (from 1993 dollars to 2009 dollars) were
used. Adjustments were taken from the Santa Monica General Plan EIR
Report, Appendix, Nelson\Nygaard).
Alternative Literature:
Alternate:
-
1 percentage point reduction in auto mode share
-
12.3% reduction in commute vehicle trips
TCRP 95 Draft Chapter 19 [4] found that an increase of $8
per month in employee parking charges was necessary to decrease employee
SOV mode split rates by one
Transportation |
|
TRT-14 |
Commute Trip Reduction |
percentage point. TCRP 95 compared 82 sites with TDM programs and
found that programs with parking fees have an average commute vehicle trip
reduction of 24.6%, compared with 12.3% for sites with free parking.
Alternate:
-
1% reduction in VMT ($1 per day charge)
-
2.6% reduction in VMT ($3 per day charge)
The Deakin,
et al. report [5] for the California Air Resources Board (CARB) analyzed
transportation pricing measures for the Los Angeles, Bay Area, San Diego, and
Sacramento metropolitan areas.
Alternative Literature References:
[4] Pratt, Dick. Personal Communication Regarding the Draft of TCRP 95
Traveler Response to Transportation System Changes – Chapter 19 Employer and
Institutional TDM Strategies. (Table 19-9)
[5] Deakin,
E., Harvey, G., Pozdena, R., and Yarema, G., 1996. Transportation Pricing
Strategies for California: An Assessment of Congestion, Emissions, Energy and
Equity Impacts. Final Report. Prepared for California Air Resources Board
(CARB), Sacramento, CA (Table 7.2)
Other Literature Reviewed:
None
Transportation
CEQA# MM T-9
MP# TR-5.3
TRT-15 Commute Trip Reduction
-
Implement Employee Parking
“Cash-Out”
Range of Effectiveness: 0.6 – 7.7% commute vehicle miles
traveled (VMT) reduction and therefore 0.6 – 7.7% reduction in commute
trip GHG emissions
Measure Description:
The project will require employers to offer employee parking “cash-out.”
The term “cash- out” is used to describe the employer providing
employees with a choice of forgoing their current subsidized/free
parking for a cash payment equivalent to the cost of the parking space
to the employer.
Measure Applicability:
-
Urban and suburban context
-
Not applicable in a rural context
-
Appropriate for retail, office, industrial,
and mixed-use projects
-
Reductions applied only if complementary
strategies are in place:
-
Residential parking permits and market
rate public on-street parking -to prevent spill-over parking
-
Unbundled parking - is not required but
provides a market signal to employers to forgo paying for parking
spaces and “cash-out” the employee instead. In addition, unbundling
parking provides a price with which employers can utilize as a means
of establishing “cash-out” prices.
Baseline Method:
See introduction section.
Inputs:
The following information needs to be provided by the Project
Applicant:
-
Percentage of employees eligible
-
Location of project site: low density
suburb, suburban center, or urban location
Mitigation Method:
% VMT Reduction = A * B
Where
A = % reduction in commute VMT (from the literature) B = % of
employees eligible
Transportation
CEQA# MM T-9
MP# TR-5.3
TRT-15 Commute Trip
Reduction
Detail:
-
A: Change in Commute VMT: 3.0% (low density
suburb), 4.5% (suburban center), 7.7% (urban) change in commute VMT
(source: Moving Cooler)
Assumptions:
Data based upon the following references:
-
Cambridge Systematics. Moving Cooler: An
Analysis of Transportation Strategies for Reducing Greenhouse Gas
Emissions. Technical Appendices. Prepared for the Urban Land
Institute. (Table 5.13, Table D.3)
http://www.movingcooler.info/Library/Documents/Moving%20Cooler_Appendix%
20B_Effectiveness_102209.pdf
Emission Reduction Ranges and Variables:
Pollutant Category Emissions Reductions69
CO2e 0.6 – 7.7% of running
PM 0.6 – 7.7% of running
CO 0.6 – 7.7% of running
NOx 0.6 – 7.7% of running
SO2 0.6 – 7.7% of running
ROG 0.36 – 4.62% of running
Discussion:
Please note that these estimates are independent of results for workplace
parking pricing strategy (see strategy number T# E5 for more information).
If work site
parking is not unbundled, employers cannot utilize this unbundled price as a
means of establishing “cash-out” prices. The table below shows typical costs
for parking facilities in large urban and suburban areas in the US. This can
be utilized as a reference point for establishing reasonable “cash-out”
prices. Note that the table does not include external costs to parking such as
added congestion, lost opportunity cost of land devoted to parking, and
greenhouse gas (GHG) emissions.
|
Structured (urban) |
Surface (suburban) |
Land (Annualized) |
$1,089 |
$215 |
Construction
(Annualized) |
$2,171 |
$326 |
-
The percentage reduction reflects
emission reductions from running emissions. The actual value will be less than
this when starting and evaporative emissions are factored into the analysis.
ROG emissions have been adjusted to reflect a ratio of 40% evaporative and 60%
exhaust emissions based on a statewide EMFAC run of all vehicles.
Transportation
CEQA# MM T-9
MP# TR-5.3
TRT-15 Commute Trip Reduction
O & M Costs |
$575 |
$345 |
Annual Total |
$3,835 |
$885 |
Monthly Costs |
$320 |
$74 |
Source: VTPI, Transportation Costs and Benefit Analysis II – Parking
Costs, April 2010 (p.5.4-10) |
Example:
Sample calculations are provided below:
-
Low Range % VMT Reduction (low density suburb and
20% eligible) = 3% * 0.2
= 0.6%
-
High Range % VMT Reduction (urban and 100%
eligible) = 7.7% * 1 = 7.7%
Preferred Literature:
-
0.44% - 2.07% reduction in GHG emissions
-
3.0% - 7.7% reduction in commute VMT
Moving Cooler Technical Appendices indicate that reimbursing
“cash-out” participants
$1/day can
reduce GHG between 0.44% and 2.07% and reduce commuting VMT between 3.0% and
7.7%. The reduction in GHG varies based on how extensive the implementation
of the program is. The reduction in commuting VMT differs for type of urban
area is shown in the table below.
|
|
Percent Change in Commuting VMT |
Strategy |
Description |
Large
Metropolitan (higher transit use) |
Large
Metropolitan (lower transit use) |
Medium Metro (higher) |
Medium Metro (lower) |
Small Metro (higher) |
Small Metro (lower) |
Parking
Cash-Out |
Subsidy of
$1/day |
7.7% |
3.7% |
4.5% |
3.0% |
4.0% |
3.0% |
Alternative Literature:
Alternate:
-
2-6% reduction in vehicle trips
VTPI used
synthesis data to determine parking cash out could reduce commute vehicle
trips by 10-30%. VTPI estimates that the portion of vehicle travel affected
by parking cash-out would be about 20% and therefore there would be only
about a 2-6% total reduction in vehicle trips attributed to parking
cash-out.
Alternate:
Transportation
CEQA# MM T-9
MP# TR-5.3
TRT-15 Commute Trip Reduction
-
12% reduction in VMT per year per employee
-
64% increase in carpooling
-
50% increase in transit mode share
-
39% increase in pedestrian/bike share
Shoup looked
at eight California firms that complied with California’s 1992 parking cash- out
law, applicable to employers of 50 or more persons in regions that do not meet
the state’s clean air standards. To comply, a firm must offer commuters the
option to choose a cash payment equal to any parking subsidy offered. Six of
companies went beyond compliance and subsidized one or more alternatives to
parking (more than the parking subsidy price). The eight companies ranged in
size between 120 and 300 employees, and were located in downtown Los Angeles,
Century City, Santa Monica, and West Hollywood. Shoup states that an average of
12% fewer VMT per year per employee is equivalent to removing one of every eight
cars driven to work off the road.
Alternative Literature Notes:
Litman, T., 2009. “Win-Win Emission Reduction Strategies.” Victoria Transport
Policy Institute. Website:
http://www.vtpi.org/wwclimate.pdf. Accessed March 2010. (p. 5)
Donald Shoup, "Evaluating the Effects of Cashing Out Employer-Paid Parking:
Eight Case Studies." Transport Policy, Vol. 4, No. 4, October 1997, pp.
201-216.
(Table 1, p.
204)
Other Literature Reviewed:
None
Transportation
CEQA# MS-G3 TST-1
Transit System Improvements
-
Transit System Improvements
-
Provide a Bus Rapid Transit System
Range of Effectiveness: 0.02 – 3.2% vehicle miles traveled
(VMT) reduction and therefore 0.02 – 3% reduction in GHG emissions.
Measure Description:
The project will provide a Bus Rapid Transit (BRT) system with design
features for high quality and cost-effective transit service. These
include:
-
Grade-separated right-of-way, including bus
only lanes (for buses, emergency vehicles, and sometimes taxis), and
other Transit Priority measures. Some systems use guideways which
automatically steer the bus on portions of the route.
-
Frequent, high-capacity service
-
High-quality vehicles that are easy to board,
quiet, clean, and comfortable to ride.
-
Pre-paid fare collection to minimize boarding
delays.
-
Integrated fare systems, allowing free or
discounted transfers between routes and modes.
-
Convenient user information and marketing
programs.
-
High quality bus stations with Transit
Oriented Development in nearby areas.
-
Modal integration, with BRT service
coordinated with walking and cycling facilities, taxi services,
intercity bus, rail transit, and other transportation services.
BRT
systems vary significantly in the level of travel efficiency offered
above and beyond “identity” features and BRT branding. The following
effectiveness ranges represent general guidelines. Each proposed BRT
should be evaluated specifically based on its characteristics in terms
of time savings, cost, efficiency, and way-finding advantages. These
types of features encourage people to use public transit and therefore
reduce VMT.
Measure Applicability:
-
Urban and suburban context
-
Negligible in a rural context. Other measures
are more appropriate to rural areas, such as express bus service to
urban activity centers with park-and-ride lots at system-efficient rural
access points.
-
Appropriate for specific or general plans
Baseline Method:
See introduction to transportation section for a discussion of how to
estimate trip rates and VMT. The CO2
emissions are calculated from VMT as follows:
Transportation
CEQA# MS-G3 TST-1
Transit System Improvements
CO2 = VMT x EFrunning
Where:
traveled
for
running emissions
VMT = vehicle miles EFrunning
= emission factor
Inputs:
The following information needs to be provided by the Project Applicant:
-
Existing transit mode share
-
Percentage of lines serving Project
converting to BRT
The
following are optional inputs. Average (default) values are included in
the calculations but can be updated to project specificity if desired.
Please see Appendix C for calculation detail:
-
Average vehicle occupancy
Mitigation Method:
% VMT Reduction = Riders * Mode * Lines * D
Where
Riders = % increase in transit ridership on BRT line (28% from [1])
Mode = Existing transit
mode share (see table below)
Lines = Percentage of lines
serving project converting to BRT
D = Adjustments from transit ridership increase to VMT (0.67, see
Appendix C)
Transportation
CEQA# MS-G3 TST-1
Transit System Improvements
-
D: 0.67 (see Appendix C for detail)
Assumptions:
Data based upon the following references:
[1] FTA, August 2005. “Las Vegas Metropolitan Area Express BRT
Demonstration Project”, NTD,
http://www.ntdprogram.gov/ntdprogram/cs?action=showRegion
Agencies®ion=9
Emission Reduction Ranges and Variables:
Pollutant Category Emissions Reductions70
CO2e 0.02 – 3.2% of running
PM 0.02 – 3.2% of running
CO 0.02 – 3.2% of running
NOx 0.02 – 3.2% of running
SO2 0.02 – 3.2% of
running
ROG 0.012 – 1.9% of total
Discussion:
Increases in transit ridership due to shifts from other lines do not
need to be addressed since it is already incorporated in the literature.
In
general, transit operational strategies alone are not enough for a large
modal shift [2], as evidenced by the low range in VMT reductions.
Through case study analysis, the TCRP report [2] observed that
strategies that focused solely on improving level of service or quality
of transit were unsuccessful at achieving a significant shift.
Strategies that reduce the attractiveness of vehicle travel should be
implemented in combination to attract a larger shift in transit
ridership. The three following factors directly impact the
attractiveness of vehicle travel: urban expressway capacity, urban core
density, and downtown parking availability.
Example:
Sample calculations are provided below:
-
Low Range % VMT Reduction (suburban,10% of
lines) = 28% * 1.3% * 10% * 0.67 = 0.02%
-
The percentage reduction
reflects emission reductions from running emissions. The actual value
will be less than this when starting and evaporative emissions are
factored into the analysis. ROG emissions have been adjusted to
reflect a ratio of 40% evaporative and 60% exhaust emissions based on
a statewide EMFAC run of all vehicles.
Transportation
CEQA# MS-G3 TST-1
Transit System Improvements
-
High Range % VMT Reduction (urban, 100%
of lines) = 28% * 17% * 100% * 0.67 = 3.2%
Preferred Literature:
-
28% increase in transit ridership in the
existing corridor
The FTA study [1] looks at the implementation of the Las Vegas BRT
system. The BRT supplemented an existing route along a 7.5 mile
corridor. The existing route was scaled back. Total ridership on the
corridor (both routes combined) increased 61,704 monthly riders, 28%
increase on the existing corridor and 1.4% increase in system
ridership. The route represented an increase in 2.1% of system
service miles provided.
Alternative Literature:
Alternate:
-
27-84% increase in total
transit ridership
Various bus rapid transit systems obtained the following total
transit ridership growth: Vancouver 96B (30%), Las Vegas Max
(35-40%), Boston Silver Line (84%), Los Angeles (27-42%), and
Oakland (66%). VTPI [3] obtained the BRT data from BC Transit’s
unpublished research. The effectiveness of a BRT strategy depends
largely on the land uses the BRT serves and their design and
density.
Alternate:
-
50% increase in weekly transit ridership
-
60 – 80% shorter travel time compared to
vehicle trip
The Martin Luther King, Jr. East Busway in Pennsylvania opened in
1983 as a separate roadway exclusively for public buses. The busway
was 6.8 miles long with six stations. Ridership has grown from
20,000 to 30,000 weekday riders over 10 years. The busway saves
commuters significant time compared with driving: 12 minutes versus
30-45 minutes in the AM or an hour in the PM [4].
Alternative Literature References:
[2] Transit Cooperative Research Program. TCRP 27 – Building Transit
Ridership: An Exploration of Transit's Market Share and the Public
Policies That Influence It (p.47-48). 1997. [cited in discussion
section above]
[3] TDM Encyclopedia; Victoria Transport Policy Institute (2010).
Bus Rapid Transit; (http://www.vtpi.org/tdm/tdm120.htm);
updated 1/25/2010; accessed 3/3/2010.
Transportation
CEQA# MS-G3 TST-1
Transit System Improvements
[4] Transportation Demand Management Institute of the Association
for Commuter Transportation. TDM Case Studies and Commuter
Testimonials. Prepared for the US EPA. 1997. (p.55-56)
http://www.epa.gov/OMS/stateresources/rellinks/docs/tdmcases.pdf
Transportation
MP# LU-3.4.3 TST-2
Transit System Improvements
-
Implement Transit Access
Improvements
Range of Effectiveness: Grouped strategy. [See TST-3 and
TST-4]
Measure Description:
This project will improve access to transit facilities through sidewalk/
crosswalk safety enhancements and bus shelter improvements. The benefits
of Transit Access Improvements alone have not been quantified and should
be grouped with Transit Network Expansion (TST-3) and Transit Service
Frequency and Speed (TST-4).
Measure Applicability:
-
Urban, suburban context
-
Appropriate for residential, retail, office,
mixed use, and industrial projects
Alternative Literature:
No literature was identified that specifically looks at the quantitative
impact of improving transit facilities as a standalone strategy.
Alternative Literature References:
None
Other Literature Reviewed:
None
Transportation
CEQA# MS-G3 TST-3
Transit System Improvements
-
Expand Transit Network
Range of Effectiveness: 0.1 – 8.2% vehicle miles travelled
(VMT) reduction and therefore 0.1 – 8.2% reduction in GHG emissions71
Measure Description:
The project will expand the local transit network by adding or modifying
existing transit service to enhance the service near the project site.
This will encourage the use of transit and therefore reduce VMT.
Measure Applicability:
-
Urban and suburban context
-
May be applicable in a rural context but no
literature documentation available (effectiveness will be case specific
and should be based on specific assessment of levels of services and
origins/destinations served)
-
Appropriate for specific or general plans
Baseline Method:
See introduction to transportation section for a discussion of how to
estimate trip rates and VMT. The CO2
emissions are calculated from VMT as follows:
CO2 = VMT x EFrunning
Where:
traveled
for
running emissions
VMT = vehicle miles EFrunning
= emission factor
Inputs:
The following information needs to be provided by the Project Applicant:
-
Percentage increase transit network coverage
-
Existing transit mode share
-
Project location: urban center, urban, or
suburban
-
Transit vehicles may also
result in increases in emissions that are associated with electricity
production or fuel use. The Project Applicant should consider these
potential additional emissions when estimating mitigation for these
measures.
Transportation
CEQA# MS-G3 TST-3
Transit System Improvements
The following are optional inputs. Average (default) values are
included in the calculations but can be updated to project specificity
if desired. Please see Appendix C for calculation detail:
-
Average vehicle occupancy
Mitigation Method:
% VMT Reduction = Coverage * B * Mode * D
Where
Coverage = % increase in transit network coverage
B = elasticity of transit
ridership with respect to service coverage (see Table below) Mode =
existing transit mode share
D = adjustments from transit ridership increase to VMT (0.67, from
Appendix C)
B:
Project setting |
Elasticity |
Suburban |
1.01 |
Urban |
0.72 |
Urban Center |
0.65 |
Source: TCRP 95, Chapter 10 |
Mode: Provide existing transit mode share for project or utilize the
following averages
Assumptions:
Data based upon the following references:
Transportation
CEQA# MS-G3 TST-3
Transit System Improvements
[1] Transit Cooperative Research Program. TCRP Report 95 Traveler
Response to System Changes – Chapter 10: Bus Routing and Coverage.
2004. (p. 10-8 to 10-10)
Emission Reduction Ranges and Variables:
Pollut0ant Category Emissions Reductions72
CO2e
0.1 – 8.2% of running
PM 0.1 – 8.2% of
running
CO 0.1 – 8.2% of
running
NOx 0.1 – 8.2% of
running
SO2
0.1 – 8.2% of running
ROG 0.06 – 4.9%
of total
Discussion:
In general, transit operational strategies alone are not enough for
a large modal shift [2], as evidenced by the low range in VMT
reductions. Through case study analysis, the TCRP report [2]
observed that strategies that focused solely on improving level of
service or quality of transit were unsuccessful at achieving a
significant shift. Strategies that reduce the attractiveness of
vehicle travel should be implemented in combination to attract a
larger shift in transit ridership. The three following factors
directly impact the attractiveness of vehicle travel: urban
expressway capacity, urban core density, and downtown parking
availability.
Example:
Sample calculations are provided below:
-
Low Range % VMT Reduction (10% expansion,
suburban) = 10% * 1.01 * 1.3% *
.67 = 0.1%
-
High Range % VMT Reduction (100%
expansion, urban) = 100% * 0.72 * 17% *
.67 = 8.2%
The low and high ranges are estimates and may vary based on the
characteristics of the project.
-
The percentage reduction
reflects emission reductions from running emissions. The actual value
will be less than this when starting and evaporative emissions are
factored into the analysis. ROG emissions have been adjusted to
reflect a ratio of 40% evaporative and 60% exhaust emissions based on
a statewide EMFAC run of all vehicles.
Transportation
CEQA# MS-G3 TST-3
Transit System Improvements
Preferred Literature:
-
0.65 = elasticity of transit ridership
with respect to service coverage/expansion (in radial routes to
central business districts)
-
0.72 = elasticity of transit ridership
with respect to service coverage/expansion (in central city routes)
-
1.01 = elasticity of transit ridership
with respect to service coverage/expansion (in suburban routes)
TCRP 95 Chapter 10 [1] documents the results of
system-wide service expansions in San Diego. The least sensitivity
to service expansion came from central business districts while the
largest impacts came from suburban routes. Suburban locations, with
traditionally low transit service, tend to have greater ridership
increases compared to urban locations which already have established
transit systems. In general, there is greater opportunity in
suburban locations.
Alternative Literature:
-
-0.06 = elasticity of VMT with respect to
transit revenue miles
Growing Cooler [3] modeled the impact of various urban variables
(including transit revenue miles and transit passenger miles) on VMT,
using data from 84 urban areas around the U.S.
Alternative Literature References:
[2] Transit Cooperative Research Program. TCRP 27 – Building Transit
Ridership: An Exploration of Transit's Market Share and the Public
Policies That Influence It (p.47-48). 1997. [cited in discussion
section above]
[3] Ewing, et al, 2008. Growing Cooler – The Evidence on Urban
Development and Climate Change. Urban Land Institute.
Transportation |
|
CEQA#
MS-G3 |
TST-4 |
Transit System Improvements |
-
Increase Transit Service
Frequency/Speed
Range of Effectiveness: 0.02 – 2.5% vehicle miles traveled
(VMT) reduction and therefore 0.02 – 2.5% reduction in GHG emissions73
Measure Description:
This project will reduce transit-passenger travel time through more
reduced headways and increased speed and reliability. This makes transit
service more attractive and may result in a mode shift from auto to
transit which reduces VMT.
Measure Applicability:
-
Urban and suburban context
-
May be applicable in a rural context but no
literature documentation available (effectiveness will be case specific
and should be based on specific assessment of levels of services and
origins/destinations served)
-
Appropriate for specific or general plans
Baseline Method:
See introduction to transportation section for a discussion of how to
estimate trip rates and VMT. The CO2
emissions are calculated from VMT as follows:
CO2 = VMT x EFrunning
Where:
traveled
for
running emissions
VMT = vehicle miles EFrunning
= emission factor
Inputs:
The following information needs to be provided by the Project Applicant:
-
Percentage reduction in headways (increase in
frequency)
-
Level of implementation
-
Project setting: urban center, urban,
suburban
-
Existing transit mode share
-
Transit vehicles may also
result in increases in emissions that are associated with electricity
production or fuel use. The Project Applicant should consider these
potential additional emissions when estimating mitigation for these
measures.
Transportation |
|
CEQA#
MS-G3 |
TST-4 |
Transit System Improvements |
The following are optional inputs. Average (default) values are
included in the calculations but can be updated to project-specific
values if desired. Please see Appendix C for calculation detail:
-
Average vehicle occupancy
Mitigation Method:
% VMT Reduction = Headway * B * C * Mode * E
Where
Headway = % reduction in headways
B = elasticity of transit
ridership with respect to increased frequency of service (from [1])
C = adjustment for level of implementation
Mode = existing transit mode share
E = adjustments from transit ridership increase to VMT Detail:
-
Headway: reasonable ranges from 15 – 80%
-
B:
Setting |
Elasticity |
Urban |
0.32 |
Suburban |
0.36 |
Source: TCRP Report 95 Chapter 9 |
-
C:
Level of implementation =
number of lines improved / total number of lines serving project |
Adjustment |
<50% |
50% |
>=50% |
85% |
Fehr & Peers, 2010. |
-
Mode: Provide existing transit mode share
for project or utilize the following averages
Transportation |
|
CEQA#
MS-G3 |
TST-4 |
Transit System Improvements |
Urban Center from San Francisco County Transportation Authority
Countywide Transportation Plan, 2000.
-
E: 0.67 (see Appendix C for detail)
Assumptions:
Data based upon the following references:
[1] Transit Cooperative Research Program. TCRP Report 95 Traveler
Response to System Changes – Chapter 9: Transit Scheduling and
Frequency (p. 9-14)
Emission Reduction Ranges and Variables:
Pollutant Category Emissions Reductions74
CO2e 0.02 – 2.5% % of running
PM 0.02 – 2.5% % of running
CO 0.02 – 2.5% % of running
NOx 0.02 – 2.5% % of running
SO2 0.02 – 2.5%
% of running
ROG 0.01 – 1.5% % of total
Discussion:
Reasonable ranges for reductions were calculated assuming existing
30-minute headways reduced to 25 minutes and 5 minutes to establish
the estimated low and high reductions, respectively.
The level of implementation adjustment is used to take into account
increases in transit ridership due to shifts from other lines. If
increases in frequency are only applied to a percentage of the lines
serving the project, then we conservatively estimate that 50% of the
transit ridership increase is a shift from the existing lines. If
frequency increases are applied to a majority of the lines serving
the project, we conservatively assume at least some of the transit
ridership (15%) comes from existing riders.
In
general, transit operational strategies alone are not enough for a
large modal shift [2], as evidenced by the low range in VMT
reductions. Through case study analysis, the TCRP report [2]
observed that strategies that focused solely on improving level of
service or quality of transit were unsuccessful at achieving a
significant shift. Strategies that reduce the attractiveness of
vehicle travel should be implemented in combination to attract a
larger shift in transit ridership. The three following factors
directly impact the
-
The percentage reduction
reflects emission reductions from running emissions. The actual value
will be less than this when starting and evaporative emissions are
factored into the analysis. ROG emissions have been adjusted to
reflect a ratio of 40% evaporative and 60% exhaust emissions based on
a statewide EMFAC run of all vehicles.
Transportation |
|
CEQA#
MS-G3 |
TST-4 |
Transit System Improvements |
attractiveness of vehicle travel: urban expressway capacity, urban
core density, and downtown parking availability.
Example:
Sample calculations are provided below:
-
Low Range % VMT Reduction (15% reduction
in headways, suburban, <50% implementation) = 15% * 0.36 * 50% *
1.3% *0.67 = 0.02%
-
High Range % VMT Reduction (80% reduction
in headways, urban, >50% implementation) = 80% * 0.32 * 85% * 17% *
0.67 = 2.5%
Preferred Literature:
-
0.32 = elasticity of transit ridership
with respect to transit service (urban)
-
0.36 – 0.38 = elasticity of transit
ridership with respect to transit service (suburban)
TCRP 95 Chapter 9 [1] documents the results of
frequency changes in Dallas. Increases in frequency are more
sensitive in a suburban environment. Suburban locations, with
traditionally low transit service, tend to have greater ridership
increases compared to urban locations which already have established
transit systems. In general, there is greater opportunity in
suburban locations
Alternative Literature:
-
0.5 = elasticity of transit ridership
with respect to increased frequency of service
-
1.5 to 2.3% increase in annual transit
trips due to increased frequency of service
-
0.4-0.5 = elasticity of ridership with
respect to increased operational speed
-
4% - 15% increase in annual transit trips
due to increased operational speed
-
0.03-0.09% annual GHG reduction (for bus
service expansion, increased frequency, and increased operational
speed)
For
increased frequency of service strategy, Moving Cooler [3] looked
at three levels of service increases, 3%, 3.5% and 4.67% increases in
service, resulting in a 1.5 – 2.3% increase in annual transit trips. For
increased speed and reliability, Moving Cooler looked at three levels of
speed/reliability increases. Improving travel speed by 10% assumed
implementing signal prioritization, limited stop service, etc. over 5
years. Improving travel speed by 15% assumed all above strategies plus
signal synchronization and intersection reconfiguration over 5 years.
Improving travel speed by 30% assumed all above strategies and an
improved reliability by 40%, integrated fare system, and implementation
of BRT where appropriate. Moving Cooler calculates estimated
0.04-0.14% annual GHG reductions in combination with bus service
expansion strategy.
Transportation |
|
CEQA#
MS-G3 |
TST-4 |
Transit System Improvements |
Alternative Literature References:
[2] Transit Cooperative Research Program. TCRP 27 – Building Transit
Ridership: An Exploration of Transit's Market Share and the Public
Policies That Influence It (p.47-48). 1997. [cited in discussion
section]
[3]
Cambridge Systematics. Moving Cooler: An Analysis of Transportation
Strategies for Reducing Greenhouse Gas Emissions. Technical
Appendices. Prepared for the Urban Land Institute. (p B-32, B-33, Table
D.3)
http://www.movingcooler.info/Library/Documents/Moving%20Cooler_Appendices_Compl
ete_102209.pdf
Transportation
MP# TR-4.1.4 TST-5
Transit System Improvements
-
Provide Bike Parking Near Transit
Range of Effectiveness: Grouped strategy. [See TST-3 and
TST-4]
Measure Description:
Provide short-term and long-term bicycle parking near rail stations,
transit stops, and freeway access points. The benefits of Station Bike
Parking have no quantified impacts as a standalone strategy and should be
grouped with Transit Network Expansion (TST-
-
and Increase Transit Service Frequency and
Speed (TST-4) to encourage multi- modal use in the area and provide ease
of access to nearby transit for bicyclists.
Measure Applicability:
-
Urban, suburban context
-
Appropriate for residential, retail,
office, mixed use, and industrial projects
Alternative Literature:
No literature was identified that specifically looks at the quantitative
impact of including transit station bike parking.
Alternative Literature References:
None
Other Literature Reviewed:
None
Transportation
TST-6 Transit System
Improvements
-
Provide Local Shuttles
Range of Effectiveness: Grouped strategy. [See TST-4 and
TST-5]
Measure Description:
The project will provide local shuttle service through coordination with
the local transit operator or private contractor. The local shuttles will
provide service to transit hubs, commercial centers, and residential
areas. The benefits of Local Shuttles alone have not been quantified and
should be grouped with Transit Network Expansion (TST-4) and Transit
Service Frequency and Speed (TST-5) to solve the “first mile/last mile”
problem. In addition, many of the CommuteTrip Reduction Programs (Section
2.4, TRP 1-13) also included local shuttles.
Measure Applicability:
-
Urban, suburban context
-
Appropriate for large residential, retail,
office, mixed use, and industrial projects
Alternative Literature:
No literature was identified to support the effectiveness of this strategy
alone.
Alternative Literature References:
None
Other Literature Reviewed:
None
Transportation |
MP# TR-3.6 |
RPT-1 |
Road Pricing Management |
-
Road Pricing/Management
-
Implement Area or Cordon Pricing
Range of Effectiveness: 7.9 – 22.0% vehicle miles traveled
(VMT) reduction and therefore 7.9 – 22.0% reduction in GHG emissions.
Measure Description:
This project will implement a cordon pricing scheme. The pricing scheme
will set a cordon (boundary) around a specified area to charge a toll to
enter the area by vehicle. The cordon location is usually the boundary of
a central business district (CBD) or urban center, but could also apply to
substantial development projects with limited points of access, such as
the proposed Treasure Island development in San Francisco. The cordon toll
may be static/constant, applied only during peak periods, or be variable,
with higher prices during congested peak periods. The toll price can be
based on a fixed schedule or be dynamic, responding to real-time
congestion levels. It is critical to have an existing, high quality
transit infrastructure for the implementation of this strategy to reach a
significant level of effectiveness. The pricing signals will only cause
mode shifts if alternative modes of travel are available and reliable.
Measure Applicability:
-
Central business district or urban center
only
Baseline Method:
See introduction to transportation section for a discussion of how to
estimate trip rates and VMT. The CO2
emissions are calculated from VMT as follows:
CO2 = VMT x EFrunning
Where:
traveled
for
running emissions
VMT = vehicle miles EFrunning
= emission factor
Inputs:
The following information needs to be provided by the Project Applicant:
-
Percentage increase in pricing for passenger
vehicles to cross cordon
-
Peak period variable price or static all-day
pricing (London scheme)
Transportation |
MP#
TR-3.6 |
RPT-1 |
Road Pricing Management |
The following are optional inputs. Average (default) values are included
in the calculations but can be updated to project-specific values if
desired. Please see Appendix C for calculation detail:
-
% (due to pricing) route shift, time-of-day
shift, HOV shift, trip reduction, shift to transit/walk/bike
Mitigation Method:
% VMT Reduction = Cordon$ * B * C
Where
Cordon$ = % increase in pricing for passenger vehicles to cross cordon B
= Elasticity of VMT with respect to price (from [1])
C = Adjustment for % of VMT impacted by congestion pricing and mode
shifts
Detail:
-
Cordon$: reasonable range of 100 – 500% (See
Appendix C for detail))
B: 0.45 [1]
-
C:
Cordon pricing scheme |
Adjustment |
Peak-period variable pricing |
8.8% |
Static all-day pricing |
21% |
Source: See Appendix C for detail |
Assumptions:
Data based upon the following references:
[1]
Cambridge Systematics. Moving Cooler: An Analysis of Transportation
Strategies for Reducing Greenhouse Gas Emissions. Technical
Appendices. Prepared for the Urban Land Institute. (p. B-13, B-14)
http://www.movingcooler.info/Library/Documents/Moving%20Cooler_Appendix%
20B_Effectiveness_102209.pdf
o Referencing: VTPI,
Transportation Elasticities: How Prices and Other Factors Affect Travel
Behavior.
July 2008.
www.vtpi.org
Transportation |
MP#
TR-3.6 |
RPT-1 |
Road Pricing Management |
Emission Reduction Ranges and Variables:
Pollutant Category Emissions Reductions75
CO2e 7.9 - 22.0% of running
PM 7.9 - 22.0% of running
CO 7.9 - 22.0% of running
NOx 7.9 - 22.0% of running
SO2 7.9 - 22.0% of
running
ROG 4.7 – 13.2% of total
Discussion:
The amount of pricing will vary on a case-by-case basis. The 100 – 500%
increase is an estimated range of increases and should be adjusted to
reflect the specificities of the pricing scheme implemented. Take care
in calculating the percentage increase in price if baseline is $0.00. An
upper limit of 500% may be a good check point. If baseline is zero, the
Project Applicant may want to conduct calculations with a low baseline
such as $1.00.
These
calculations assume that the project is within the area cordon,
essentially assuming that 100% of project trips will be affected. See
Appendix C to make appropriate adjustments.
Example:
Sample calculations are provided below:
-
Low Range % VMT Reduction (100% increase in
price, peak period pricing) = 100% * 0.45 * 8.8% = 4.0%
-
High Range % VMT Reduction (500% increase in
price, all-day pricing) = 500% *
0.45 * 21% = 47.3% = 22% (established maximum based on literature)
Preferred Literature:
-
-0.45 VMT elasticity with regard to pricing
-
0.04-0.08% greenhouse gas (GHG) reduction
Moving Cooler [1] assumes an average of 3% of regional
VMT would cross the CBD cordon. A VMT reduction of 20% was estimated to
require an average of 65 cents/mile applied to all congested VMT in the
CBD, major employment, and retail centers. The
-
The percentage reduction
reflects emission reductions from running emissions. The actual value
will be less than this when starting and evaporative emissions are
factored into the analysis. ROG emissions have been adjusted to
reflect a ratio of 40% evaporative and 60% exhaust emissions based on
a statewide EMFAC run of all vehicles.
Transportation |
MP#
TR-3.6 |
RPT-1 |
Road Pricing Management |
range in GHG reductions is attributed to the range of implementation
and start date. Moving Cooler reports an elasticity range from
-0.15 to -0.47 from VTPI. Moving Cooler utilizes a stronger
elasticity (0.45) to represent greater impact cordon pricing will have
on users compared to other pricing strategies.
Alternative Literature:
-
6.5-14.0% reduction in carbon emissions
-
16-22% reduction in vehicles
-
6-9% increase in transit use
The Center for Clean Air Policy (CCAP) [2] cites two case studies in
Europe, one in London and one in Stockholm, which show vehicle
reductions of 16% and 22%, respectively. London’s fee reduced CO2
by 6.5%. Stockholm’s program reduced injuries by 10%,
increased transit use by 6-9%, and reduced carbon emissions by 14%
in the central city within months of implementation.
Alternative Literature References:
[2] Center for Clean Air Policy (CCAP), Short-term Efficiency
Measures. (p. 1)
http://www.ccap.org/docs/resources/715/Short-
Term%20Travel%20Efficiency%20
Measures%20cut%20GHGs%209%2009%20final.pdf
CCAP cites Transport for London. Central London Congestion
Charging: Impacts Monitoring, Sixth Annual Report. July
2008
http://www.tfl.gov.uk/assets/
downloads/sixth-annual-impacts-monitoring-report-2008-07.pdf (p.
6) and Leslie Abboud and Jenny Clevstrom, “Stockholm's Syndrome,”
August 29, 2006,
Wall Street Journal.http://transportation.northwestern.edu/mahmassani/Media
/WSJ_8.06.pdf (p. 2)
Other Literature Reviewed:
None
Transportation |
MP#
TR-2.1 & TR-2.2 |
RPT-2 |
Road Pricing Management |
-
Improve Traffic Flow
-
-
Range of Effectiveness: 0 - 45% reduction in GHG
emissions
Measure Description:
The project will implement improvements to smooth traffic flow,
reduce idling, eliminate bottlenecks, and management speed.
Strategies may include signalization improvements to reduce delay,
incident management to increase response time to breakdowns and
collisions, Intelligent Transportation Systems (ITS) to provide
real-time information regarding road conditions and directions, and
speed management to reduce high free-flow speeds.
This measure does not take credit for any reduction in GHG emissions
associated with changes to non-project traffic VMT. If Project
Applicant wants to take credit for this benefit, the non-project
traffic VMT would also need to be covered in the baseline
conditions.
Measure Applicability:
-
Urban, suburban, and rural context
Baseline Method:
See introduction to transportation section for a discussion of how
to estimate trip rates and VMT. The CO2
emissions are calculated from VMT as follows:
CO2 = VMT x EFrunning
Where:
traveled
for running emissions
VMT = vehicle miles EFrunning
= emission factor
Inputs:
The following information needs to be provided by the Project
Applicant:
-
Average base-year travel speed (miles
per hour (mph)) on implemented roads (congested76
condition)
-
A roadway is considered
“congested” if operating at Level of Service (LOS) E or F
Transportation |
MP# TR-2.1 & TR-2.2 |
RPT-2 |
Road Pricing Management |
-
Future travel speed (mph) on
implemented roads for both a) congested and b) free-flow77
condition
-
Total vehicle miles traveled (VMT)
on implemented roadways
-
Total project-generated VMT
Mitigation Method:
% CO2
Emissions Reduction = 1
Where
Project GHG Emissionpost
strategy
Project GHG emissionbaseline
Project GHG emissionpost
strategy = EFrunning
after strategy implementation * project VMT Project GHG
emissionbaseline
= EFrunning
before strategy implementation * project VMT
EFrunning =
emission factor for running
mph |
Grams of CO2
/ mile |
congested |
Free-flow |
5 |
1,110 |
823 |
10 |
715 |
512 |
15 |
524 |
368 |
20 |
424 |
297 |
25 |
371 |
262 |
30 |
343 |
247 |
35 |
330 |
244 |
40 |
324 |
249 |
45 |
323 |
259 |
50 |
325 |
273 |
55 |
328 |
289 |
60 |
332 |
306 |
65 |
339 |
325 |
70 |
353 |
347 |
75 |
377 |
375 |
80 |
420 |
416 |
85 |
497 |
478 |
Source: Barth, 2008, Fehr & Peers [1] |
emissions [from table presented under “Detail” below] Detail:
-
A roadway is considered
“free flow” if operating at LOS D or better
Transportation |
MP# TR-2.1 & TR-2.2 |
RPT-2 |
Road Pricing Management |
By only including the project VMT portion, the reduction is
typically on scale with the percentage of cost for traffic
improvements and full reduction calculated for project VMT
should be used. However, if the project cost is a greater share
than their contribution to the VMT on the road, than the project
and non-project VMT should be calculated and the percent
reduction should be multiplied by the percent cost allocation.
The GHG emission reductions associated with non-project VMT (if
applicable) would be calculated as follows:
Metric Tonnes GHG reduced due to improving non-Project traffic
flow
= % Cost Allocation * Non-Project VMT
* (EFcongested
–EFfreeflow)
/ (1,000,000
gram/MT)
Where:
Non-Project VMT = portion of non-project VMT
that the Project’s cost share impacts
EFcongested
= emissions for
congested road in g/VMT
EFfreeflow =
emissions for
freeflow road in g/VMT
Assumptions:
Data based upon the following references:
[1] Barth and Boriboonsomsin, “Real World CO2
Impacts of Traffic Congestion”, Transportation
Research Record, Journal of the Transportation Research Board,
No. 2058, Transportation Research Board, National Academy of
Science, 2008.
Emission Reduction Ranges and Variables:
Pollutant Category Emissions Reductions78
CO2e 0 - 45% of running
PM 0 - 45% of running
CO 0 - 45% of running
-
The percentage
reduction reflects emission reductions from running emissions.
The actual value will be less than this when starting and
evaporative emissions are factored into the analysis. ROG
emissions have been adjusted to reflect a ratio of 40%
evaporative and 60% exhaust emissions based on a statewide EMFAC
run of all vehicles.
Transportation |
MP# TR-2.1 & TR-2.2 |
RPT-2 |
Road Pricing Management |
NOx 0 - 45% of running
SO2 0 - 45%
of running
ROG 0 - 27% of total
Discussion:
Care must be taken when estimating effectiveness since
significantly improving traffic flow essentially lowers the cost
and delay involved in travel, which under certain circumstances
may induce additional VMT. [See Appendix C for a discussion on
induced travel.]
The range of effectiveness presented above is a very rough
estimate as emissions reductions will be highly dependent on the
level of implementation and degree of congestion on the existing
roadways. In addition, the low range of effectiveness was stated
at 0% to highlight the potential of induced travel negating
benefits achieved from this strategy.
Example:
Sample calculations are provided below:
-
Signal timing coordination
implementation:
-
Existing congested speeds of 25
mph
-
Conditions post-implementation:
would improve to 25 mph free flow speed
-
Proposed project daily traffic
generation is 200,000 VMT
-
Project CO2
Emissionsbaseline
= (371 g CO2/mile) *
(200,000 VMT daily) * (1 MT / 1 x 106
g) = 74 MT of CO2
daily
-
Project CO2
Emissionspost
strategy = (262 g CO2/mile)
* (200,000 VMT daily)
-
Percent CO2emissions
reduction = 1- (52.4 MT/ 74 MT) = 29%
-
Speed management technique:
-
Existing free-flow speeds of 75
mph
-
Conditions post-implementation:
reduce to 55 mph free flow speed
-
Proposed project daily traffic
generation is 200,000 VMT
-
Project CO2
Emissionsbaseline
= (375 g CO2/mile) *
(200,000 VMT daily) * (1 MT / 1 x 106
g) = 75 MT of CO2
daily
-
Project CO2
Emissionspost
strategy = (289 g CO2/mile)
* (200,000 VMT daily)
-
Percent CO2emissions
reduction= 1 – (58 tons/ 75 tons) = 23%
Preferred Literature:
-
7 – 12% reduction in CO2
emissions
Transportation |
MP# TR-2.1 & TR-2.2 |
RPT-2 |
Road Pricing Management |
This study [1] examined traffic conditions in Southern
California using energy and emissions modeling and calculated
the impacts of 1) congestion mitigation strategies to smooth
traffic flow, 2) speed management techniques to reduce high
free-flow speeds, and 3) suppression techniques to eliminate
acceleration/deceleration associated with stop-and-go traffic.
Using typical conditions on Southern California freeways, the
strategies could reduce emissions by 7 to 12 percent.
The table (in the mitigation method section) was calculated
using the CO2
emissions equation from the report:
ln (y) = b0
+ b1* x + b2
* x2
+ b3 * x3
+ b4
* x4 where
y = CO2
emission in grams / mile
x = average trip speed in miles per hour (mph)
The coefficients for bi
were based off of Table 1 of the report, which then
provides an equation for both congested conditions
(real-world) and free-flow (steady-state) conditions.
Alternative Literature:
-
4 - 13% reduction in fuel
consumption
The FHWA study [2] looks at various case studies of traffic
flow improvements. In Los Angeles, a new traffic control
signal system was estimated to reduce signal delays by 44%,
vehicle stops by 41%, and fuel consumption by 13%. In
Virginia, a study of retiming signal systems estimated
reductions of stops by 25%, travel time by 10%, and fuel
consumption by 4%. In California, optimization of 3,172
traffic signals through 1988 (through California’s Fuel
Efficient Traffic Signal Management program) documented an
average reduction in vehicle stops of 16% and in fuel use of
8.6%. The 4-13% reduction in fuel consumption applies only to
that vehicular travel directly benefited by the traffic flow
improvements, specifically the VMT within the corridor in
which the ITS is implemented and only during the times of day
that would otherwise be congested without ITS. For example,
signal coordination along an arterial normally congested in
peak commute hours would produce a 4-13% reduction in fuel
consumption only for the VMT occurring along that arterial
during weekday commute hours.
Alternate:
-
Up to 0.02% increase in
greenhouse gas (GHG) emissions
Moving Cooler [3] estimates that bottleneck relief
will result in an increase in GHG emissions during the 40-year
period, 2010 to 2050. In the short term, however,
Transportation |
MP#
TR-2.1 & TR-2.2 |
RPT-2 |
Road Pricing Management |
improved roadway conditions may improve congestion and delay, and
thus reduce fuel consumption. VMT and GHG emissions are projected
to increase after 2030 as induced demand begins to consume the
roadway capacity. The study estimates a maximum increase of 0.02%
in GHG emissions.
Alternative Literature References:
[2] FHWA, Strategies to Reduce Greenhouse Gas Emissions from
Transportation Sources.
http://www.fhwa.dot.gov/environment/glob_c5.pdf.
[3] Cambridge Systematics. Moving Cooler: An Analysis of
Transportation Strategies for Reducing Greenhouse Gas Emissions.
Technical Appendices. Prepared for the Urban Land Institute.
http://www.movingcooler.info/Library/Documents/Moving%20Cooler_Appendix%
20B_Effectiveness_102209.pdf
Other Literature Reviewed:
None
Transportation |
RPT-3 |
Road Pricing Management |
-
Required Project
Contributions to Transportation Infrastructure Improvement Projects
Range of Effectiveness: Grouped strategy. [See RPT-2
and TST-1 through 7]
Measure Description:
The project should contribute to traffic-flow improvements or other
multi-modal infrastructure projects that reduce emissions and are
not considered as substantially growth inducing. The local
transportation agency should be consulted for specific needs.
Larger projects may be required to contribute a proportionate share
to the development and/or continuation of a regional transit system.
Contributions may consist of dedicated right-of-way, capital
improvements, easements, etc. The local transportation agency should
be consulted for specific needs.
Refer to Traffic Flow Improvements (RPT-2) or the Transit System
Improvements (TST- 1 through 7) strategies for a range of
effectiveness in these categories. The benefits of Required
Contributions may only be quantified when grouped with related
improvements.
Measure Applicability:
-
Urban, suburban, and rural context
-
Appropriate for residential, retail,
office, mixed use, and industrial projects
Alternative Literature:
Although no literature discusses project contributions as a
standalone measure, this strategy is a supporting strategy for
most operations and infrastructure projects listed in this report.
Other Literature Reviewed:
None
Transportation |
MP# TR-1 |
RPT-4 |
Road Pricing Management |
-
Install Park-and-Ride Lots
Range of Effectiveness: Grouped strategy. [See
RPT-1, TRT-11, TRT-3, and TST-1 through 6]
Measure Description:
This project will install park-and-ride lots near transit stops and
High Occupancy Vehicle (HOV) lanes. Park-and-ride lots also
facilitate car- and vanpooling. Refer to Implement Area or Cordon
Pricing (RPT-1), Employer-Sponsored Vanpool/Shuttle (TRT-11), Ride
Share Program (TRT-3), or the Transit System Improvement strategies
(TST-1 through
-
for ranges of effectiveness within
these categories. The benefits of Park-and-Ride Lots are minimal
as a stand-alone strategy and should be grouped with any or all of
the above listed strategies to encourage carpooling, vanpooling,
ride-sharing, and transit usage.
Measure Applicability:
-
Suburban and rural context
-
Appropriate for residential, retail,
office, mixed use, and industrial projects
Alternative Literature:
Alternate:
-
0.1 – 0.5% vehicle miles traveled (VMT)
reduction
A 2005 FHWA [1] study found that regional VMT in metropolitan
areas may be reduced between 0.1 to 0.5% (citing Apogee
Research, Inc., 1994). The reduction potential of this strategy
may be limited because it reduces the trip length but not
vehicle trips.
Alternate:
-
0.50% VMT reduction per day
Washington State Department of Transportation (WSDOT) [2] notes the
above number applies to countywide interstates and arterials.
Alternative Literature References:
[1] FHWA. Transportation and Global Climate Change: A Review and
Analysis of the Literature – Chapter 5: Strategies to Reduce
Greenhouse Gas Emissions from Transportation Sources.
http://www.fhwa.dot.gov/environment/glob_c5.pdf
Transportation |
MP# TR-1 |
RPT-4 |
Road Pricing Management |
[2] Washington State Department of Transportation. Cost
Effectiveness of Park-and- Ride Lots in the Puget Sound Area.
http://www.wsdot.wa.gov/research/reports/fullreports/094.1.pdf
Other Literature Reviewed:
None
Transportation |
|
MP#
TR-6 |
VT-1 |
Vehicles |
-
Vehicles
-
Electrify Loading Docks
and/or Require Idling-Reduction Systems Range of Effectiveness:
26-71% reduction in TRU idling GHG emissions
Measure Description:
Heavy-duty trucks transporting produce or other refrigerated goods
will idle at truck loading docks and during layovers or rest periods
so that the truck engine can continue to power the cab cooling
elements. Idling requires fuel use and results in GHG emissions.
The
Project Applicant should implement an enforcement and education
program that will ensure compliance with this measure. This includes
posting signs regarding idling restrictions as well as recording
engine meter times upon entering and exiting the facility.
Measure Applicability:
-
Truck refrigeration units (TRU)
Inputs:
The following information needs to be provided by the Project
Applicant:
-
Electricity provider for the Project
-
Horsepower of TRU
-
Hours of operation
Baseline Method:
GHG emission = Where:
CO2 Exhaust
Activity AvgHP
LF
Hp Hr
C LF
GHG emission = MT CO2e
CO2 Exhaust =
Statewide daily CO2
emission from TRU for the relevant horsepower tier
(tons/day). Obtained from OFFROAD2007.
Activity = Statewide daily average TRU operating hours for the
relevant horsepower tier (hours/day). Obtained from OFFROAD2007.
AvgHP = Average TRU horsepower for the relevant horsepower tier
(HP).
Obtained from OFFROAD2007. Hp = Horsepower of TRU.
Hr = Hours of operation.
C = Unit conversion factor
Transportation |
|
MP#
TR-6 |
VT-1 |
Vehicles |
LF = Load factor of TRU for the relevant horsepower tier
(dimensionless).
Obtained from OFFROAD 2007.
Note that this method assumes the load factor of the TRU is same
as the default in OFFROAD2007.
Mitigation Method:
Electrify loading docks
TRUs will be plugged into electric loading dock instead of left
idling. The indirect GHG emission from electricity generation is:
Where:
GHG emission = UtilityHpLFHr
C
GHG emissions = MT CO2e
Utility = Carbon intensity of Local Utility (CO2e/kWh)
Hp = Horsepower of TRU.
LF = Load factor of TRU for the relevant horsepower tier
(dimensionless).
Obtained from OFFROAD2007. Hr = Hours of operation.
C = Unit conversion factor
GHG Reduction %79
= 1
Utility C
EF 106
Idling Reduction
Emissions from reduced TRU idling periods are calculated using the
same methodology for the baseline scenario, but with the shorter
hours of operation.
timemitigated
GHG Reduction % = 1
timebaseline
Electrify loading docks
Power Utility |
TRU Horsepower (HP) |
Idling Emission Reductions80 |
LADW&P |
< 15 |
26.3% |
< 25 |
26.3% |
< 50 |
35.8% |
-
This assumes energy
from engine losses are the same.
-
This reduction
percentage applies to all GHG and criteria pollutant idling
emissions.
Transportation |
|
MP# TR-6 |
VT-1 |
Vehicles |
PG&E |
< 15 |
72.9% |
< 25 |
72.9% |
< 50 |
76.3% |
SCE |
< 15 |
61.8% |
< 25 |
61.8% |
< 50 |
66.7% |
SDGE |
< 15 |
53.5% |
< 25 |
53.5% |
< 50 |
59.5% |
SMUD |
< 15 |
67.0% |
< 25 |
67.0% |
< 50 |
71.2% |
Idling Reduction
Emission reduction from shorter idling period is same as the
percentage reduction in idling time.
Discussion:
The output from OFFROAD2007 shows the same emissions within each
horsepower tier regardless of the year modeled. Therefore, the
emission reduction is dependent on the location of the Project
and horsepower of the TRU only.
Assumptions:
Data based upon the following references:
Available online at:
https://www.climateregistry.org/CARROT/public/reports.aspx
Preferred Literature:
The electrification of truck loading docks can allow properly
equipped trucks to take advantage of external power and completely
eliminate the need for idling. Trucks would need to be equipped
with internal wiring, inverter, system, and a heating,
ventilation, and air conditioning (HVAC) system. Under this
mitigation measure, the direct emissions from fuel combustion are
completely displaced by indirect emissions from the CO2
generated during electricity production. The amount of
electricity required depends on the type of truck and
refrigeration elements; this data could be determined from
manufacturer specifications. The total kilowatt-hours required
should be multiplied by the carbon-intensity factor of the local
utility provider in order to calculate the amount of indirect CO2
emissions. To take credit for this mitigation measure, the
Project Applicant
Transportation |
|
MP#
TR-6 |
VT-1 |
Vehicles |
would need to provide detailed evidence supporting a calculation
of the emissions reductions.
Alternative Literature:
None
Other Literature Reviewed:
-
USEPA. 2002. Green
Transport Partnership, A Glance at Clean Freight Strategies:
Idle Reduction. Available online at:
http://nepis.epa.gov/Adobe/PDF/P1000S9K.PDF
-
ATRI. 2009. Research
Results: Demonstration of Integrated Mobile Idle Reduction
Solutions. Available online at:
http://www.atri-
online.org/research/results/ATRI1pagesummaryMIRTDemo.pdf
None
Transportation |
CEQA# MM T-21 |
VT-2 |
Vehicles |
-
Utilize Alternative Fueled
Vehicles
Range of Effectiveness: Reduction in GHG emissions
varies depending on vehicle type, year, and associated fuel economy.
Measure Description:
When construction equipment is powered by alternative fuels such as
biodiesel (B20), liquefied natural gas (LNG), or compressed natural
gas (CNG) rather than conventional petroleum diesel or gasoline, GHG
emissions from fuel combustion may be reduced.
Measure Applicability:
-
Vehicles
Inputs:
The following information needs to be provided by the Project
Applicant:
-
Vehicle category
-
Traveling speed (mph)
-
Number of trips and trip length, or
Vehicle Miles Traveled (VMT)
-
Fuel economy (mpg) or Fuel consumption
Baseline Method:
Where:
Baseline CO2
Emission = EF
1 VMT
C FE
Baseline CO2
Emission = MT of CO2
EF = CO2
emission factor, from CCAR General Reporting Protocol (g/gallon)
VMT = Vehicle miles traveled (VMT) = T x L
FE = Fuel economy (mpg) C = Unit conversion factor
Where:
Baseline N2O /CH4
Emission = EF
VMT
C
Baseline N2O/CH4
Emission = MT of N2O or CH4
EF = N2O or CH4
emission factor, from CCAR General Reporting Protocol
(g/mile) VMT = Vehicle miles traveled (VMT) = T x L
T = Number of one-way trips L = One-way trip length
FC = Fuel consumption (gallon) = VMT/FE
Transportation |
CEQA# MM T-21 |
VT-2 |
Vehicles |
FE = Fuel economy (mpg) C = Unit conversion factor
The total baseline GHG emission is the sum of the emissions of CO2,
N2O and CH4,
adjusted by their global warming potentials (GWP):
Baseline GHG Emission
= Baseline CO2
Emission + Baseline N2O Emission
310 +Baseline CH4
Emission 21
Where:
Baseline GHG Emission = MT of CO2e
310 = GWP of N2O
21 = GWP of CH4
Mitigation Method:
Mitigated emissions from using alternative fuel is calculated
using the same methodology before, but using emission factors for
the alternative fuel, and fuel consumption calculated as follows:
GHGemissions 1
ER VMT
EF VMT
EF VMT
EF FE
CO2 N20 CH4
Where:
ER = Energy ratio from US Department of Energy (see table below)
EF = Emission Factor for pollutant
VMT = Vehicle miles traveled (VMT)
FE = Fuel economy (mpg)
Fuel |
Energy Ratio:
Amount of fuel needed to provide same energy as |
1 gallon of Gasoline |
1 gallon of Diesel |
Gasoline |
1 |
gal |
1.13 |
gal |
#2 Diesel |
0.88 |
gal |
1 |
gal |
B20 |
0.92 |
gal |
1.01 |
gal |
CNG |
126.
67 |
ft3 |
143.14 |
ft3 |
LNG |
1.56 |
gal |
1.77 |
gal |
LPC |
1.37 |
gal |
1.55 |
gal |
Transportation |
CEQA# MM T-21 |
VT-2 |
Vehicles |
Emission reductions can be calculated as:
Reduction = 1
Mitigated Emission RunningEmission
Emission Reduction Ranges and Variables:
Pollutant Category Emissions Reductions
81
CO2e Range Not Quantified
PM Range Not Quantified
CO Range Not Quantified
NOx Range Not Quantified
SO2 Range Not
Quantified
ROG Range Not Quantified
Discussion:
Using the methodology described above, only the running emission
is considered. A hypothetical scenario for a gasoline fueled light
duty automobile in 2015 is illustrated below. The CO2
emission factor from motor gasoline in CCAR 2009 is 8.81
kg/gallon. Assuming the automobile makes two trips of 60 mile each
per day, and using the current passenger car fuel economy of 27.5
mpg under the CAFE standards, then the annual baseline CO2
emission from the automobile is:
8.81 2
60 365
103
14.0 MT/year
27.5
Where 10-3 is
the conversion factor from kilograms to MT.
Using the most recent N2O emission factor
of 0.0079 g/mile in CCAR 2009 for gasoline passenger cars, the
annual baseline N2O emission from the
automobile is:
0.0079 2 365
60106
0.000346
MT/year
81 The emissions
reductions varies and depends on vehicle type, year, and the
associated fuel economy. The methodology above describes how to
calculate the expected GHG emissions reduction assuming the
required input parameters are known.
Transportation |
CEQA# MM T-21 |
VT-2 |
Vehicles |
Similarly, using the same formula with the most recent CH4
emission factor of 0.0147 g/mile in CCAR 2009 for gasoline
passenger cars, the annual baseline CH4
emission from the automobile is calculated to be 0.000644
MT/year.
Thus, the total baseline GHG emission for the automobile is:
14.0 0.000346
310 0.000644
21 14.1
MT/year
If compressed natural gas (CNG) is used as alternative fuel, the
CNG consumption for the same VMT is:
2 60
365 126.67
201,751 ft3
27.5
Using the same formula as for the baseline scenario but with
emission factors of CNG and the CNG consumption, the mitigated GHG
emission can be calculated as shown in the table below
Pollutant |
Emission
(MT/yr) |
CO2 |
11.0 |
N2O |
0.0022 |
CH4 |
0.0323 |
CO2e |
12.4 |
Therefore, the emission reduction is:
1 12.4
11.4%
14.0
Notice that in the baseline scenario, N2O
and CH4 only
make up <1% of the total GHG emissions, but actually increase for
the mitigated scenario and contribute to >10% of total GHG
emissions.
Assumptions:
Data based upon the following references:
Preferred Literature:
The amount of emissions avoided from using
alternative fuel vehicles can be calculated using emission factors
from the California Climate Action Registry (CCAR) General
Reporting Protocol [1]. Multiplying this factor by the fuel
consumption or vehicle miles traveled (VMT) gives the direct
emissions of CO2
and N2O
/CH4, respectively. Fuel
consumption and VMT can be calculated interchangeably with the
fuel economy (mpg). The total GHG emission is the sum of the
emissions from the three chemicals multiplied by their respective
global warming potential (GWP).
Assuming the same VMT, the amount of alternative fuel required to
run the same vehicle fleet can be calculated by multiplying
gasoline/diesel fuel consumption by the equivalent-energy ratio
obtained from the US Department of Energy [2]. Using the
alternative fuel consumption and the emission factors for the
alternative fuel from CCAR, the mitigated GHG emissions can be
calculated. The GHG emissions reduction associated with this
mitigation measure is therefore the difference in emissions from
these two scenarios.
Alternative Literature:
None
Notes:
[1] California Climate Action Registry (CCAR). 2009. General
Reporting Protocol. Version
3.1. Available online at:
http://www.climateregistry.org/tools/protocols/general-reporting-protocol.html
[2] US Department of Energy. 2010. Alternative and Advanced Fuels
– Fuel Properties. Available online at:
http://www.afdc.energy.gov/afdc/fuels/properties.html
Other Literature Reviewed:
None
Transportation |
|
CEQA# MM T-20 |
VT-3 |
Vehicles |
-
Utilize Electric or Hybrid
Vehicles
Range of Effectiveness: 0.4 - 20.3% reduction in GHG
emissions
Measure Description:
When vehicles are powered by grid electricity rather than fossil
fuel, direct GHG emissions from fuel combustion are replaced with
indirect GHG emissions associated with the electricity used to power
the vehicles. When vehicles are powered by hybrid- electric drives,
GHG emissions from fuel combustion are reduced.
Measure Applicability:
-
Vehicles
Inputs:
The following information needs to be provided by the Project
Applicant:
-
Vehicle category
-
Traveling speed (mph)
-
Number of trips and trip length, or
Vehicle Miles Traveled (VMT)
-
Fuel economy (mpg)
Baseline Method:
Where:
Baseline Emission = EF
1- R
VMT C
Baseline Emission = MT of Pollutant
EF = Running emission factor for pollutant at traveling speed, from EMFAC.
VMT = Vehicle miles traveled (VMT)
R = Additional reduction in EF due to regulation (see Table 1) C = Unit
conversion factor
Mitigation Method:
Fully Electric Vehicle
Vehicle will run solely on electricity. The indirect GHG emission from
electricity generation is:
Mitigated Emission =
Utility 1
FE
VMT ER C
Transportation |
|
CEQA# MM
T-20 |
VT-3 |
Vehicles |
Where:
Mitigated Emission = MT of CO2e
Utility = Carbon intensity of Local Utility (CO2e/kWh)
VMT = Vehicle miles traveled (VMT)
ER = Energy Ratio = 33.4 kWh/gallon-gasoline or 37.7 kWh/gallon-diesel FE
= Fuel Economy (mpg)
C = Unit conversion factor
Power Utility |
Carbon-Intensity
(lbs CO2e/MWh) |
LADW&P |
1,238 |
PG&E |
456 |
SCE |
641 |
SDGE |
781 |
SMUD |
555 |
Criteria
pollutant emissions will be 100% reduced for equipment running solely on
electricity.
Hybrid-Electric Vehicle
The Project Applicant has to determine the fuel consumption reduced from
using the hybrid-electric vehicle. The emission reductions for all
pollutants are the same as the fuel reduction.
Emission
reductions can be calculated as:
GHG Reduction% = 1
Mitigated Emission RunningEmission
Emission Reduction Ranges and Variables:
See Table VT-3.1 below.
Discussion:
Using the methodology described above, only the running emission is
considered. A hypothetical scenario for a gasoline fueled light duty
automobile with catalytic converter in 2015 is illustrated below. The
running CO2 emission
factor at 30 mph from an EMFAC run of the Sacramento county with
temperature of 60F and relative humidity of 45% is
-
g/mile. From Table VT-3.1, there will be
an additional reduction of 9.1% for the emission factor in 2015 due to
Pavley standard. Assuming the automobile makes two trips of 60 mile
each per day, then annual baseline emission from the automobile is:
Transportation |
|
CEQA#
MM T-20 |
VT-3 |
Vehicles |
336.1 100% -
9.1% 2
365 60
106
13.4 MT/year
Where 10-6 is the
conversion factor from grams to MT. Assuming the current passenger car
fuel economy of 27.5 mpg under the CAFE standards, and using the
carbon- intensity factor for PG&E, the electric provider for the
Sacramento region, the mitigated emission from replacing the
automobile described above with electric vehicle would be:
2
456
365
60 33.4
1
11.0 MT/year
27.5
2,204 103
Therefore, the emission reduction is:
1 11.0
17.9%
13.4
Assumptions:
Data based upon the following references:
Preferred Literature:
The amount of emissions avoided from using electric and hybrid vehicles
can be calculated using CARB's EMFAC model, which provides state-wide and
regional running emission factors for a variety of on-road vehicles in
units of grams per mile [1]. Multiplying this factor by the vehicle miles
traveled (VMT) gives the direct emissions. For criteria pollutant,
emissions can be assumed to be 100% reduced from running on electricity.
For GHG, assuming the same VMT, the electricity required to run the same
vehicle fleet can be calculated by dividing by the fuel economy (mph) and
multiplying the gasoline-electric energy ratio obtained from the US
Department of Energy [2]. Multiplying this value by the carbon-intensity
factor of the local utility gives the amount of indirect GHG emissions
associated with electric vehicles. The GHG emissions
Transportation |
|
CEQA# MM
T-20 |
VT-3 |
Vehicles |
reduction associated with this mitigation measure is therefore the
difference in emissions from these two scenarios.
Alternative Literature:
None
Notes:
[1] California Air Resources Board. EMFAC2007. Available online at:
http://www.arb.ca.gov/msei/onroad/latest_version.htm
[2] US Department of Energy. 2010. Alternative and Advanced Fuels – Fuel
Properties. Available online at:
http://www.afdc.energy.gov/afdc/fuels/properties.html
Other Literature Reviewed:
None
Transportation |
|
CEQA# MM
T-20 |
VT-3 |
Vehicles |
Table VT-3.1
Reduction in EMFAC Running Emission Factor from New Regulations
Year |
Vehicle Class |
Reduction |
Pollutant |
Regulation |
2010 |
LDA/LDT/MDV |
0.4% |
CO2 |
Pavley Standard |
2011 |
LDA/LDT/MDV |
1.6% |
CO2 |
Pavley Standard |
2012 |
LDA/LDT/MDV |
3.5% |
CO2 |
Pavley Standard |
2013 |
LDA/LDT/MDV |
5.3% |
CO2 |
Pavley Standard |
2014 |
LDA/LDT/MDV |
7.1% |
CO2 |
Pavley Standard |
2015 |
LDA/LDT/MDV |
9.1% |
CO2 |
Pavley Standard |
2016 |
LDA/LDT/MDV |
11.0% |
CO2 |
Pavley Standard |
2017 |
LDA/LDT/MDV |
13.1% |
CO2 |
Pavley Standard |
2018 |
LDA/LDT/MDV |
15.5% |
CO2 |
Pavley Standard |
2019 |
LDA/LDT/MDV |
17.9% |
CO2 |
Pavley Standard |
2020 |
LDA/LDT/MDV |
20.3% |
CO2 |
Pavley Standard |
2011 |
Other Buses |
21.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2011 |
School Bus |
19.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2011 |
MHDDT Agriculture |
17.2% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2011 |
MHDDT CA International Registration Plan |
4.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2011 |
MHDDT Instate |
6.1% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2011 |
MHDDT Out-of-state |
4.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2011 |
HHDDT Agriculture |
23.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2011 |
HHDDT CA International Registration Plan |
1.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2011 |
HHDDT Non-neighboring Out-of-state |
0.5% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2011 |
HHDDT Neighboring Out-of-state |
2.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2011 |
HHDDT Singleunit |
10.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2011 |
HHDDT Tractor |
9.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2012 |
Other Buses |
25.1% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2012 |
Power Take Off |
28.4% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2012 |
School Bus |
45.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2012 |
MHDDT Agriculture |
20.9% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2012 |
MHDDT CA International Registration Plan |
12.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2012 |
MHDDT Instate |
11.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles |
Transportation |
|
CEQA# MM
T-20 |
VT-3 |
Vehicles |
Year |
Vehicle Class |
Reduction |
Pollutant |
Regulation |
|
|
|
|
Regulation |
2012 |
MHDDT Out-of-state |
12.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2012 |
HHDDT Agriculture |
29.2% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2012 |
HHDDT CA International Registration Plan |
8.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2012 |
HHDDT Non-neighboring Out-of-state |
15.9% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2012 |
HHDDT Neighboring Out-of-state |
15.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2012 |
HHDDT Drayage at Other Facilities |
9.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2012 |
HHDDT Drayage in Bay Area |
9.9% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2012 |
HHDDT Drayage near South Coast |
7.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2012 |
HHDDT Singleunit |
14.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2012 |
HHDDT Tractor |
13.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2013 |
Other Buses |
45.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2013 |
Power Take Off |
57.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2013 |
School Bus |
68.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2013 |
MHDDT Agriculture |
31.1% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2013 |
MHDDT CA International Registration Plan |
55.2% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2013 |
MHDDT Instate |
64.5% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2013 |
MHDDT Out-of-state |
55.2% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2013 |
HHDDT Agriculture |
48.2% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2013 |
HHDDT CA International Registration Plan |
60.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2013 |
HHDDT Non-neighboring Out-of-state |
50.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2013 |
HHDDT Neighboring Out-of-state |
63.2% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2013 |
HHDDT Drayage at Other Facilities |
67.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2013 |
HHDDT Drayage in Bay Area |
65.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2013 |
HHDDT Drayage near South Coast |
51.1% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
Transportation |
|
CEQA# MM
T-20 |
VT-3 |
Vehicles |
Year |
Vehicle Class |
Reduction |
Pollutant |
Regulation |
2013 |
HHDDT Singleunit |
66.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2013 |
HHDDT Tractor |
69.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
Other Buses |
53.9% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
Power Take Off |
63.9% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
School Bus |
71.4% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
MHDDT Agriculture |
33.4% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2014 |
MHDDT CA International Registration Plan |
65.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
MHDDT Instate |
77.1% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
MHDDT Out-of-state |
65.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
MHDDT Utility |
0.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
HHDDT Agriculture |
52.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
HHDDT CA International Registration Plan |
63.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
HHDDT Non-neighboring Out-of-state |
46.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2014 |
HHDDT Neighboring Out-of-state |
64.1% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
HHDDT Singleunit |
79.1% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
HHDDT Tractor |
79.4% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
HHDDT Utility |
4.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2015 |
Other Buses |
49.5% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2015 |
Power Take Off |
61.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2015 |
School Bus |
71.1% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2015 |
MHDDT Agriculture |
34.5% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2015 |
MHDDT CA International Registration Plan |
60.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2015 |
MHDDT Instate |
74.9% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2015 |
MHDDT Out-of-state |
60.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2015 |
MHDDT Utility |
0.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
Transportation |
|
CEQA# MM
T-20 |
VT-3 |
Vehicles |
Year |
Vehicle Class |
Reduction |
Pollutant |
Regulation |
2015 |
HHDDT Agriculture |
53.5% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2015 |
HHDDT CA International Registration Plan |
55.0% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2015 |
HHDDT Non-neighboring Out-of-state |
37.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2015 |
HHDDT Neighboring Out-of-state |
55.2% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2015 |
HHDDT Singleunit |
77.1% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2015 |
HHDDT Tractor |
76.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2015 |
HHDDT Utility |
4.4% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
Other Buses |
43.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
Power Take Off |
75.2% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
School Bus |
70.1% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
MHDDT Agriculture |
32.9% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
MHDDT CA International Registration Plan |
56.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
MHDDT Instate |
73.0% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2016 |
MHDDT Out-of-state |
56.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
MHDDT Utility |
0.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
HHDDT Agriculture |
51.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
HHDDT CA International Registration Plan |
45.9% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
HHDDT Non-neighboring Out-of-state |
27.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2016 |
HHDDT Neighboring Out-of-state |
46.1% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
HHDDT Singleunit |
75.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
HHDDT Tractor |
73.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
HHDDT Utility |
4.1% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2017 |
Other Buses |
36.0% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2017 |
Power Take Off |
71.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2017 |
School Bus |
67.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
Transportation |
|
CEQA# MM
T-20 |
VT-3 |
Vehicles |
Year |
Vehicle Class |
Reduction |
Pollutant |
Regulation |
2017 |
MHDDT Agriculture |
55.9% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2017 |
MHDDT CA International Registration Plan |
52.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2017 |
MHDDT Instate |
70.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2017 |
MHDDT Out-of-state |
52.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2017 |
MHDDT Utility |
0.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2017 |
HHDDT Agriculture |
58.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2017 |
HHDDT CA International Registration Plan |
37.0% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2017 |
HHDDT Non-neighboring Out-of-state |
18.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2017 |
HHDDT Neighboring Out-of-state |
37.2% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2017 |
HHDDT Singleunit |
73.9% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2017 |
HHDDT Tractor |
70.1% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2017 |
HHDDT Utility |
3.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2018 |
Other Buses |
31.4% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2018 |
Power Take Off |
67.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2018 |
School Bus |
74.9% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2018 |
MHDDT Agriculture |
53.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2018 |
MHDDT CA International Registration Plan |
47.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2018 |
MHDDT Instate |
68.5% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2018 |
MHDDT Out-of-state |
47.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2018 |
MHDDT Utility |
0.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2018 |
HHDDT Agriculture |
55.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2018 |
HHDDT CA International Registration Plan |
30.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2018 |
HHDDT Non-neighboring Out-of-state |
11.0% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2018 |
HHDDT Neighboring Out-of-state |
30.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2018 |
HHDDT Singleunit |
72.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
Transportation |
|
CEQA# MM
T-20 |
VT-3 |
Vehicles |
Year |
Vehicle Class |
Reduction |
Pollutant |
Regulation |
2018 |
HHDDT Tractor |
67.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2018 |
HHDDT Utility |
3.5% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
Other Buses |
27.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
Power Take Off |
76.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
School Bus |
73.2% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
MHDDT Agriculture |
53.0% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2019 |
MHDDT CA International Registration Plan |
42.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
MHDDT Instate |
65.0% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
MHDDT Out-of-state |
42.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
MHDDT Utility |
0.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
HHDDT Agriculture |
54.2% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
HHDDT CA International Registration Plan |
24.5% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
HHDDT Non-neighboring Out-of-state |
5.1% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2019 |
HHDDT Neighboring Out-of-state |
24.9% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
HHDDT Singleunit |
69.9% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
HHDDT Tractor |
64.2% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
HHDDT Utility |
3.1% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2020 |
Other Buses |
23.5% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2020 |
Power Take Off |
74.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2020 |
School Bus |
71.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2020 |
MHDDT Agriculture |
52.1% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2020 |
MHDDT CA International Registration Plan |
37.2% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2020 |
MHDDT Instate |
60.9% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2020 |
MHDDT Out-of-state |
37.2% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2020 |
MHDDT Utility |
0.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
Transportation |
|
CEQA# MM
T-20 |
VT-3 |
Vehicles |
Year |
Vehicle Class |
Reduction |
Pollutant |
Regulation |
2020 |
HHDDT Agriculture |
52.4% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2020 |
HHDDT CA International Registration Plan |
19.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2020 |
HHDDT Non-neighboring Out-of-state |
3.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2020 |
HHDDT Neighboring Out-of-state |
20.1% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2020 |
HHDDT Singleunit |
66.9% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2020 |
HHDDT Tractor |
61.2% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2020 |
HHDDT Utility |
2.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
Other Buses |
21.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
Power Take Off |
79.0% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
School Bus |
68.2% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
MHDDT Agriculture |
51.2% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
MHDDT CA International Registration Plan |
33.0% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
MHDDT Instate |
57.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2021 |
MHDDT Out-of-state |
33.0% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
MHDDT Utility |
5.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
HHDDT Agriculture |
50.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
HHDDT CA International Registration Plan |
16.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
HHDDT Non-neighboring Out-of-state |
3.0% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2021 |
HHDDT Neighboring Out-of-state |
16.9% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
HHDDT Drayage at Other Facilities |
10.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
HHDDT Drayage in Bay Area |
9.4% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
HHDDT Drayage near South Coast |
9.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
HHDDT Singleunit |
64.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2021 |
HHDDT Tractor |
59.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
HHDDT Utility |
5.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
Transportation |
|
CEQA# MM
T-20 |
VT-3 |
Vehicles |
Year |
Vehicle Class |
Reduction |
Pollutant |
Regulation |
2022 |
Other Buses |
20.1% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2022 |
Power Take Off |
79.0% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2022 |
School Bus |
66.0% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2022 |
MHDDT Agriculture |
50.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2022 |
MHDDT CA International Registration Plan |
28.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2022 |
MHDDT Instate |
53.5% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2022 |
MHDDT Out-of-state |
28.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2022 |
MHDDT Utility |
6.4% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2022 |
HHDDT Agriculture |
49.4% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2022 |
HHDDT CA International Registration Plan |
13.9% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2022 |
HHDDT Non-neighboring Out-of-state |
1.5% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2022 |
HHDDT Neighboring Out-of-state |
14.2% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2022 |
HHDDT Drayage at Other Facilities |
10.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2022 |
HHDDT Drayage in Bay Area |
8.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2022 |
HHDDT Drayage near South Coast |
8.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2022 |
HHDDT Singleunit |
61.0% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2022 |
HHDDT Tractor |
55.5% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2022 |
HHDDT Utility |
5.0% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2023 |
Other Buses |
18.5% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2023 |
Power Take Off |
74.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2023 |
School Bus |
64.1% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2023 |
MHDDT Agriculture |
79.2% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2023 |
MHDDT CA International Registration Plan |
23.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2023 |
MHDDT Instate |
48.4% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2023 |
MHDDT Out-of-state |
23.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
Transportation |
|
CEQA# MM
T-20 |
VT-3 |
Vehicles |
Year |
Vehicle Class |
Reduction |
Pollutant |
Regulation |
2023 |
MHDDT Utility |
7.0% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2023 |
HHDDT Agriculture |
68.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2023 |
HHDDT CA International Registration Plan |
11.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2023 |
HHDDT Non-neighboring Out-of-state |
1.0% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2023 |
HHDDT Neighboring Out-of-state |
11.9% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2023 |
HHDDT Drayage at Other Facilities |
9.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2023 |
HHDDT Drayage in Bay Area |
8.2% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2023 |
HHDDT Drayage near South Coast |
8.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2023 |
HHDDT Singleunit |
56.2% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2023 |
HHDDT Tractor |
51.1% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2023 |
HHDDT Utility |
4.1% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2024 |
Other Buses |
15.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2024 |
Power Take Off |
68.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2024 |
School Bus |
61.4% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2024 |
MHDDT Agriculture |
77.4% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2024 |
MHDDT CA International Registration Plan |
20.2% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2024 |
MHDDT Instate |
43.0% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2024 |
MHDDT Out-of-state |
20.2% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2024 |
MHDDT Utility |
5.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2024 |
HHDDT Agriculture |
65.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2024 |
HHDDT CA International Registration Plan |
9.1% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2024 |
HHDDT Non-neighboring Out-of-state |
0.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2024 |
HHDDT Neighboring Out-of-state |
9.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2024 |
HHDDT Drayage at Other Facilities |
9.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2024 |
HHDDT Drayage in Bay Area |
7.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
Transportation |
|
CEQA# MM
T-20 |
VT-3 |
Vehicles |
Year |
Vehicle Class |
Reduction |
Pollutant |
Regulation |
2024 |
HHDDT Drayage near South Coast |
7.9% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2024 |
HHDDT Singleunit |
50.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2024 |
HHDDT Tractor |
46.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2024 |
HHDDT Utility |
3.4% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2025 |
Other Buses |
13.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2025 |
Power Take Off |
62.0% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2025 |
School Bus |
58.2% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2025 |
MHDDT Agriculture |
75.4% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2025 |
MHDDT CA International Registration Plan |
15.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2025 |
MHDDT Instate |
37.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2025 |
MHDDT Out-of-state |
15.3% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2025 |
MHDDT Utility |
3.4% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2025 |
HHDDT Agriculture |
62.7% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2025 |
HHDDT CA International Registration Plan |
6.8% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2025 |
HHDDT Non-neighboring Out-of-state |
0.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2025 |
HHDDT Neighboring Out-of-state |
7.0% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2025 |
HHDDT Drayage at Other Facilities |
8.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2025 |
HHDDT Drayage in Bay Area |
7.5% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2025 |
HHDDT Drayage near South Coast |
7.6% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2025 |
HHDDT Singleunit |
44.9% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2025 |
HHDDT Tractor |
42.9% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2025 |
HHDDT Utility |
2.4% |
PM2.5 |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2011 |
MHDDT CA International Registration Plan |
1.9% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2011 |
MHDDT Instate |
2.5% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2011 |
MHDDT Out-of-state |
1.9% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
Transportation |
|
CEQA# MM
T-20 |
VT-3 |
Vehicles |
Year |
Vehicle Class |
Reduction |
Pollutant |
Regulation |
2011 |
HHDDT CA International Registration Plan |
0.8% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2011 |
HHDDT Non-neighboring Out-of-state |
0.1% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2011 |
HHDDT Neighboring Out-of-state |
1.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2011 |
HHDDT Singleunit |
4.5% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2011 |
HHDDT Tractor |
3.7% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2012 |
Power Take Off |
13.7% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2012 |
School Bus |
2.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2012 |
MHDDT CA International Registration Plan |
1.5% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2012 |
MHDDT Instate |
2.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2012 |
MHDDT Out-of-state |
1.5% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2012 |
HHDDT CA International Registration Plan |
0.5% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2012 |
HHDDT Non-neighboring Out-of-state |
0.1% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2012 |
HHDDT Neighboring Out-of-state |
0.9% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2012 |
HHDDT Singleunit |
3.7% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2012 |
HHDDT Tractor |
3.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2013 |
Other Buses |
18.9% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2013 |
Power Take Off |
34.0% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2013 |
School Bus |
4.4% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2013 |
MHDDT Agriculture |
5.9% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2013 |
MHDDT CA International Registration Plan |
12.1% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2013 |
MHDDT Instate |
25.6% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2013 |
MHDDT Out-of-state |
12.1% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2013 |
HHDDT Agriculture |
10.6% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2013 |
HHDDT CA International Registration Plan |
8.8% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2013 |
HHDDT Non-neighboring Out-of-state |
1.3% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
Transportation |
|
CEQA# MM
T-20 |
VT-3 |
Vehicles |
Year |
Vehicle Class |
Reduction |
Pollutant |
Regulation |
2013 |
HHDDT Neighboring Out-of-state |
8.1% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2013 |
HHDDT Singleunit |
33.9% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2013 |
HHDDT Tractor |
28.8% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
Other Buses |
40.5% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
Power Take Off |
37.5% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
School Bus |
6.4% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2014 |
MHDDT Agriculture |
9.3% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
MHDDT CA International Registration Plan |
22.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
MHDDT Instate |
34.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
MHDDT Out-of-state |
22.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
MHDDT Utility |
0.8% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
HHDDT Agriculture |
17.6% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
HHDDT CA International Registration Plan |
13.3% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2014 |
HHDDT Non-neighboring Out-of-state |
4.7% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
HHDDT Neighboring Out-of-state |
14.7% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
HHDDT Singleunit |
45.4% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
HHDDT Tractor |
36.9% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2014 |
HHDDT Utility |
1.6% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2015 |
Other Buses |
52.8% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2015 |
Power Take Off |
33.0% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2015 |
School Bus |
6.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2015 |
MHDDT Agriculture |
18.4% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2015 |
MHDDT CA International Registration Plan |
20.1% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2015 |
MHDDT Instate |
31.5% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2015 |
MHDDT Out-of-state |
20.1% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
Transportation |
|
CEQA# MM
T-20 |
VT-3 |
Vehicles |
Year |
Vehicle Class |
Reduction |
Pollutant |
Regulation |
2015 |
MHDDT Utility |
0.8% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2015 |
HHDDT Agriculture |
27.8% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2015 |
HHDDT CA International Registration Plan |
11.1% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2015 |
HHDDT Non-neighboring Out-of-state |
2.3% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2015 |
HHDDT Neighboring Out-of-state |
12.1% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2015 |
HHDDT Singleunit |
42.8% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2015 |
HHDDT Tractor |
34.9% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2015 |
HHDDT Utility |
1.5% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
Other Buses |
54.4% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
Power Take Off |
43.8% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
School Bus |
4.5% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
MHDDT Agriculture |
19.3% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
MHDDT CA International Registration Plan |
22.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2016 |
MHDDT Instate |
32.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
MHDDT Out-of-state |
22.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
MHDDT Utility |
0.9% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
HHDDT Agriculture |
29.9% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
HHDDT CA International Registration Plan |
11.6% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2016 |
HHDDT Non-neighboring Out-of-state |
3.4% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
HHDDT Neighboring Out-of-state |
13.0% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
HHDDT Singleunit |
43.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
HHDDT Tractor |
35.5% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2016 |
HHDDT Utility |
1.5% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2017 |
Other Buses |
59.5% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2017 |
Power Take Off |
38.5% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
Transportation |
|
CEQA# MM
T-20 |
VT-3 |
Vehicles |
Year |
Vehicle Class |
Reduction |
Pollutant |
Regulation |
2017 |
MHDDT Agriculture |
43.6% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2017 |
MHDDT CA International Registration Plan |
27.3% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2017 |
MHDDT Instate |
35.3% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2017 |
MHDDT Out-of-state |
27.3% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2017 |
MHDDT Utility |
1.0% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2017 |
HHDDT Agriculture |
45.0% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2017 |
HHDDT CA International Registration Plan |
14.4% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2017 |
HHDDT Non-neighboring Out-of-state |
7.3% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2017 |
HHDDT Neighboring Out-of-state |
17.3% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2017 |
HHDDT Singleunit |
46.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2017 |
HHDDT Tractor |
38.0% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2017 |
HHDDT Utility |
1.5% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2018 |
Other Buses |
56.1% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2018 |
Power Take Off |
32.7% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2018 |
School Bus |
7.7% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2018 |
MHDDT Agriculture |
41.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2018 |
MHDDT CA International Registration Plan |
26.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2018 |
MHDDT Instate |
41.7% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2018 |
MHDDT Out-of-state |
26.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2018 |
MHDDT Utility |
1.1% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2018 |
HHDDT Agriculture |
42.1% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2018 |
HHDDT CA International Registration Plan |
15.7% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2018 |
HHDDT Non-neighboring Out-of-state |
4.6% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2018 |
HHDDT Neighboring Out-of-state |
16.3% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2018 |
HHDDT Singleunit |
51.8% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
Transportation |
|
CEQA# MM
T-20 |
VT-3 |
Vehicles |
Year |
Vehicle Class |
Reduction |
Pollutant |
Regulation |
2018 |
HHDDT Tractor |
43.9% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2018 |
HHDDT Utility |
1.5% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
Other Buses |
52.6% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
Power Take Off |
38.1% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
School Bus |
6.7% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
MHDDT Agriculture |
40.0% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2019 |
MHDDT CA International Registration Plan |
22.3% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
MHDDT Instate |
38.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
MHDDT Out-of-state |
22.3% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
MHDDT Utility |
1.3% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
HHDDT Agriculture |
40.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
HHDDT CA International Registration Plan |
12.5% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
HHDDT Non-neighboring Out-of-state |
2.1% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2019 |
HHDDT Neighboring Out-of-state |
13.0% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
HHDDT Singleunit |
48.6% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
HHDDT Tractor |
41.3% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2019 |
HHDDT Utility |
1.4% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2020 |
Other Buses |
49.1% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2020 |
Power Take Off |
41.8% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2020 |
School Bus |
5.9% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2020 |
MHDDT Agriculture |
38.7% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2020 |
MHDDT CA International Registration Plan |
19.3% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2020 |
MHDDT Instate |
34.5% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2020 |
MHDDT Out-of-state |
19.3% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2020 |
MHDDT Utility |
1.4% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
Transportation |
|
CEQA# MM
T-20 |
VT-3 |
Vehicles |
Year |
Vehicle Class |
Reduction |
Pollutant |
Regulation |
2020 |
HHDDT Agriculture |
38.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2020 |
HHDDT CA International Registration Plan |
9.9% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2020 |
HHDDT Non-neighboring Out-of-state |
1.6% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2020 |
HHDDT Neighboring Out-of-state |
10.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2020 |
HHDDT Singleunit |
45.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2020 |
HHDDT Tractor |
39.0% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2020 |
HHDDT Utility |
1.3% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
Other Buses |
48.7% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
Power Take Off |
51.3% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
School Bus |
4.4% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
MHDDT Agriculture |
38.7% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
MHDDT CA International Registration Plan |
21.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
MHDDT Instate |
41.5% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2021 |
MHDDT Out-of-state |
21.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
MHDDT Utility |
33.5% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
HHDDT Agriculture |
37.8% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
HHDDT CA International Registration Plan |
9.7% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
HHDDT Non-neighboring Out-of-state |
1.6% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2021 |
HHDDT Neighboring Out-of-state |
9.8% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
HHDDT Drayage at Other Facilities |
40.6% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
HHDDT Drayage in Bay Area |
41.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
HHDDT Drayage near South Coast |
39.7% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
HHDDT Singleunit |
54.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2021 |
HHDDT Tractor |
45.6% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2021 |
HHDDT Utility |
21.8% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
Transportation |
|
CEQA# MM
T-20 |
VT-3 |
Vehicles |
Year |
Vehicle Class |
Reduction |
Pollutant |
Regulation |
2022 |
Other Buses |
48.3% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2022 |
Power Take Off |
60.0% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2022 |
School Bus |
3.5% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2022 |
MHDDT Agriculture |
40.5% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2022 |
MHDDT CA International Registration Plan |
20.7% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2022 |
MHDDT Instate |
41.2% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2022 |
MHDDT Out-of-state |
20.7% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2022 |
MHDDT Utility |
28.9% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2022 |
HHDDT Agriculture |
40.7% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2022 |
HHDDT CA International Registration Plan |
8.8% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2022 |
HHDDT Non-neighboring Out-of-state |
1.4% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2022 |
HHDDT Neighboring Out-of-state |
9.0% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2022 |
HHDDT Drayage at Other Facilities |
39.6% |
NOx |
On-Road Heavy-Duty Diesel Vehicles Regulation |
2022 |
HHDDT Drayage in Bay Area |
40.5% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
2022 |
HHDDT Drayage near South Coast |
39.0% |
NOx |
On-Road Heavy-Duty Diesel Vehicles
Regulation |
Measure Description:
The project will implement improvements to smooth traffic flow, reduce
idling, eliminate bottlenecks, and management speed. Strategies may
include signalization improvements to reduce delay, incident management to
increase response time to breakdowns and collisions, Intelligent
Transportation Systems (ITS) to provide real-time information regarding
road conditions and directions, and speed management to reduce high
free-flow speeds.
This
measure does not take credit for any reduction in GHG emissions associated
with changes to non-project traffic VMT. If Project Applicant wants to
take credit for this benefit, the non-project traffic VMT would also need
to be covered in the baseline conditions.
Measure Applicability:
-
Urban, suburban, and rural context
Baseline Method:
See introduction to transportation section for a discussion of how to
estimate trip rates and VMT. The CO2
emissions are calculated from VMT as follows:
CO2 = VMT x EFrunning
Where:
traveled
for
running emissions
VMT = vehicle miles EFrunning
= emission factor
Inputs:
The following information needs to be provided by the Project Applicant:
-
Average base-year travel speed (miles per
hour (mph)) on implemented roads (congested76
condition)
-
A roadway is considered
“congested” if operating at Level of Service (LOS) E or F
Transportation |
MP#
TR-2.1 & TR-2.2 |
RPT-2 |
Road Pricing Management |
|