Transportation Strategy Emissions Evaluation Tool

Introduction

About This Tool:

This is a user-friendly, sketch-level tool that allows transportation professionals to evaluate the relative emissions reductions achievable through various transportation strategies based on user inputs with regard to their scope, scale and expected impacts.

The quantification methodologies for these strategies are based on literature and employ emissions rates from the US Environmental Protection Agency’s MOVES emission model. The computations are designed to provide estimates of emissions reductions for a single analysis year.

The results are only meant to be indicative of magnitude of benefits for various strategies, and are not meant for official design or regulatory use.

Instructions:

Click on a strategy to navigate to its user inputs. The buttons located at the bottom of each worksheet allow you to result values, view results, and navigate between strategies. The "Results" tab provides outputs for all strategies for which data have been input.

Anti-Idling Regulations

Overview: This strategy places restrictions on the allowed idling time of trucks at truck stops or rest areas.

Note – While the inputs below are designed for truck stop computations, it can also be applied for a regional analysis of idling restrictions. For such an analysis, please enter total target fleet numbers in the “available parking spaces in truck stops” section; enter 100% as average utilization, and 1 for average daily number of trucks per spot.

Applicability: This strategy can compute emissions reductions for long-haul or short-haul trucks. It can be applied for a specific truck stop or rest area, or for a regional analysis.

Base Case
Available Parking Spaces in Truck Stop spaces
Average Daily Truck Stop Utilization percent
(Defined as the average proportion of available spaces occupied at any given time)
Average Daily Idling Time per Space before Idle Restriction minutes
Average Daily Number of Trucks per Space vehicles
 
After Implementation of Anti-Idling Regulations
Compliance Factor percent
(Defined as proportion of trucks complying with the regulations)
Allowed Vehicle Idling Time after Idle Restriction minutes

Bike Facilities

Overview: This strategy adds bike facilities with an aim to increase bicycle use and consequently reduce automobile use.

Applicability: This strategy computes emissions reductions based on the reduced use of passenger cars and passenger trucks. It can be applied for a specific bike facility analysis, or for a regional analysis.

Demographic Information
Population Density for Area within 0.25 miles from the Bike Facility persons per square mile
Population Density for Area within 0.25 - 0.50 miles from the Bike Facility persons per square mile
Population Density for Area within 0.50 - 1.00 miles from the Bike Facility persons per square mile
Travel Behavior/Trip Information
Region's Bicycle Commuter Share percent
Region's Average Car Ridership persons per vehicle
Fraction of Commuter Trips during Peak-Period percent
Fraction of Non-commuter Trips during Peak-Period percent
Infrastructure Information
Length of Bike Facility miles
Peak Period Average Travel Speed for Passenger Vehicles on Freeway mph
Off-peak Period Average Travel Speed for Passenger Vehicles on Freeway mph
Peak Period Average Travel Speed for Passenger Vehicles on Non-freeway Roadways mph
Off-peak Period Average Travel Speed for Passenger Vehicles on Non-freeway Roadways mph
Average One Way Non-work Trip Length miles
Average Length of One Way Commuter Trip by Bicycle miles
Fleet and VMT Information
Freeway VMT Fraction for All Passenger Vehicles (Passenger Cars and Passenger Trucks) percent
Non-freeway VMT Fraction for All Passenger Vehicles (Passenger Cars and Passenger Trucks) percent
Normalized Passenger Car Percentage (Population or VMT Fraction) percent
Normalized Passenger Truck Percentage (Population or VMT Fraction) percent

Bike Sharing

Overview: This strategy implements bike sharing programs that are aimed at increasing access to bicycles and making them an attractive transportation option.

Applicability: This strategy computes emissions reductions due to reduced use of single-occupancy vehicles (SOVs). It can be applied for a specific bike program analysis, or for a regional analysis.

Number of Bicycles units
Average Bicycle Trip Length miles
Annual Rate of Trips per Bicycle per Day units per bicycle per day
SOV Drivers’ Participation Rate percent
Average Travel Speed for Passenger Vehicles mph

High Occupancy Vehicle (HOV) Facilities

Overview: This strategy adds HOV lanes to promote carpooling and reduce VMT due to increased vehicle occupancies.

Applicability: This strategy computes emissions reductions based on the reduced use of passenger cars and passenger trucks. It can be applied for a specific HOV facility analysis, or for a regional analysis of a network of HOV lanes.

Daily Number of Vehicles Using HOV Lanes vehicles per day
HOV Occupancy Requirement persons per vehicle
Current Average Car Occupancy persons per vehicle
Length of HOV Facility miles
Current Average Speed during Peak Period mph
Average Speed on HOV Lanes During Peak Period mph

Mixed-use Developments

Overview: This strategy locates various land uses adjacent to each other with the aim of reducing VMT through internal trip capture.

Applicability: This strategy computes emissions reductions based on the reduced VMT due to internal trip capture, and is applied for a specific mixed-use development.

Land Use 1: Area of Office Use square feet
Land Use 2: Area of Retail Use square feet
Land use 3: Area of Residential Use (Number of Apartment Units) units
Average Trip Length miles
Regional Average Speed of Travel mph

Traffic Signal Retiming/Optimization

Overview: This strategy improves signal timing to reduce vehicle delay and idling at intersections.

Applicability: This strategy considers emissions reductions for all vehicle types and is applied at a corridor level.

  Current Conditions After Signal Retiming
Total daily VMT along the corridor including 1/2 mile on all approaches of signalized intersections (vehicle-miles)
Total signal delay along the corridor including all approaches of signalized intersections (hours)
Total stops along the corridor including all approaches of signalized intersections (vehicles/hour)
Cruise speed along the corridor (mph)
 
Non-Freeway Fraction of VMT for:
1) Passenger Cars percent
(Assumed to be gasoline powered, corresponding to MOVES Vehicle Type 21; suggested value based on conformity analysis assumptions for El Paso is 74%)
2) Passenger Trucks percent
(Assumed to be gasoline powered, corresponding to MOVES Vehicle Type 31; suggested value based on conformity analysis assumptions for El Paso is 18%)
3) Medium-Duty Trucks percent
(Assumed to be diesel powered, corresponding to MOVES Vehicle Type 52; suggested value based on conformity analysis assumptions for El Paso is 3%)
4) Heavy-Duty Trucks percent
(Assumed to be diesel powered, corresponding to MOVES Vehicle Type 61; suggested value based on conformity analysis assumptions for El Paso is 5%)

Vehicle fleet electrification

Overview: This strategy promotes the use of electric vehicles (EVs), whose emissions are lower than conventional vehicles.

Applicability: This strategy computes emissions reductions based on penetration of EVs in the vehicle fleet. It can be applied for a regional analysis.

Number of EVs in the Region (including hybrids, plug-in hybrids, and fully electric vehicles vehicles
Average Daily VMT per EV miles/day
Average Travel Speed for Passenger Vehicles mph
Percentage of Fully Electric Vehicles percent

Results