The Aggregate Rail Ridership Forecasting Model: Overview - PowerPoint PPT Presentation

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The Aggregate Rail Ridership Forecasting Model: Overview

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Title: The Aggregate Rail Ridership Forecasting Model: Overview


1
The Aggregate Rail Ridership Forecasting Model
Overview
  • Dave Schmitt, AICP
  • Southeast Florida Users Group
  • November 14th 2008

2
What is It?
  • A sketch-planning tool consisting of CTPP 2000
    data, GIS info, programs, control files, and a
    spreadsheet collectively used to develop an
    estimate of the ridership potential for a new
    rail system
  • Based on 20 recently-built light and commuter
    rail projects
  • Two spreadsheets light rail and commuter rail
    all other materials are identical
  • Sponsored by FTA developed by AECOM

3
CTPP 2000 Data Part 1 Workers at home-end Part 2 Workers at work-end Part 3 Flows
CTPP1INC_TZ.exe, CTPP1INC_BG.exe, and CTPP1INC_TR.exe programs Calculates proportion of households in low, medium and high income categories by geographic unit
CTPP2EMP_TZ.exe, CTPP2EMP_BG.exe, and CTPP2EMP_TR.exe programs Calculates workers in each geographic unit and estimates employment density
CTPP3.exe program Helps to extract tract-level data from region- or state-wide files
GIS info Rail station points Proportion of tracts/zones within range of stations
RailMarket.exe program Calculates the number of workers who both live and work within particular distances of a rail station by income group and employment density category
Spreadsheet Records service variables and RailMarket results produces ridership potential estimate
4
LRT Model Equation
  • Total Weekday Unlinked Rail Trips
  • Weekday Unlinked Drive Access to Work Rail
    Trips
  • Weekday Unlinked Other Rail Trips
  • Weekday Unlinked Drive Access to Work Rail Trips
  • 0.030 CTPP PNR 6 -to-1 Mile JTW Flows (lt50K
    Den)
  • 0.202 CTPP PNR 6 -to-1 Mile JTW Flows (gt50K
    Den)
  • Weekday Unlinked Other (Non-Drive Access to Work)
    Rail Trips 0.395 CTPP 2 -to-1 Mile JTW Flows
    (lt50K Den)
  • 0.445 CTPP 2 -to-1 Mile JTW Flows (gt50K Den)

5
CR Model Equation
  • Commuter Rail Weekday Unlinked Trips
  • Nominal Ridership x Demand Adjustment Factor
  • Nominal Ridership
  • 0.069High Income CTPP PNR 6-to-1 JTW flows
  • 0.041Medium Income CTPP PNR 6-to-1 JTW flows
  • 0.151Low Income CTPP 2-to-1 JTW flows
  • Demand Adjustment Factor (10.3Percent
    Deviation in Average System Speed) x
  • (10.3Percent Deviation in Train Miles per
    Mile) x
  • Rail Connection Index

6
CR Model Equation (2)
  • Percent Deviation in Average System Speed
  • System Average Speed-35.7 mph / System
    Average Speed35.7)/2
  • System Average Speed
  • Annual Revenue Vehicle Miles/Annual Revenue
    Vehicle Hours
  • Percent Deviation in Train Miles per Mile
  • Weekday Train Miles per Directional Route
    Mile-10.3 /
  • (Weekday Train Miles per Directional Route
    Mile10.3)/2
  • Weekday Train Miles per Directional Route Mile
  • Annual Revenue Vehicle Miles/250/Average Train
    Length

7
  • Applications

8
Applications City A
  • New rail line between CBD and suburban activity
    centers strong corridor bus ridership service
  • Compared ARRF LRT model with travel demand model
    results
  • Results
  • ARRF LRT model results were 100 higher than
    travel demand model estimates
  • Stronger motivation to investigate transit model
    parameters subsequently identified issues with
    walk- and auto-access connector methodology

9
Applications City A (contd)
  • Conclusions
  • ARRF model may partially explain attractiveness
    of rail over existing bus service
  • TDM path-builder probably better at evaluating
    bus/rail competition
  • Equal service levels for bus rail
  • Buses are just as close or closer to corridor
    activity centers

10
Applications City B
  • New rail line between CBD and suburban
    residential areas
  • Used ARRF to develop rationale for
    alternative-specific constant
  • Results on next slide

11
Ridership Forecasts City B
Walk Drive/ Drop-Off Total
ARRF 14,794 6,548 21,342
TDM Model (no bias) 11,520 4,556 16,076
TDM Model (7.5 minute walk, 15 minute drive) 13,145 6,341 19,487
TDM Model (10 minute walk, 15 minute drive) 14,770 6,277 21,047
12
Applications City C
  • Streetcar in low density urban activity center
    existing service is local primarily captive
    market
  • ARRF LRT model compared with travel demand model
    (2000 trip tables, 2030 networks)

13
Applications City C (contd)
  • Result
  • Aggregate model forecast 120 higher than travel
    demand model
  • Conclusion
  • ARRF model may partially explain attractiveness
    of rail over existing service, but does not
    well-represent benefits of project since
  • The project mode is different than calibrated
    mode
  • Lack of choice market not consistent with LRT
    sample cities

14
Applications City D
  • Commuter rail between two adjacent metropolitan
    areas some express bus service to each CBD, but
    no service between CBDs
  • Commuter rail ARRF model compared with travel
    demand model (2000 trip tables, 2030 networks)
    applied to each CBD

15
Applications City D (contd)
  • Result
  • Aggregate model forecast 130 higher than travel
    demand model
  • Conclusion
  • ARRF model may partially explain attractiveness
    of rail over existing commuter bus service, but
    does not well-represent benefits of project since
    lack of service between CBDs unlike CR sample
    cities

16
Applications City E
  • New commuter rail line to high mode share CBD
    with established choice market commuter bus
    service from large park and ride facilities
  • Commuter rail ARRF model compared with travel
    demand model (2000 trip tables, 2030 networks)
    applied

17
Applications City E (contd)
  • Result
  • Aggregate model forecast 30 lower than travel
    demand model
  • Conclusion
  • Existing commuter (choice) market in corridor
    stronger than CR sample cities

18
  • Process

19
General Procedure
  1. Obtain basic input files
  2. Determine the socio-economic characteristics of
    the geography
  3. Prepare the CTPP Part 3 flow data
  4. Determine the relationships between rail stations
    geography
  5. Run RailMarket program to determine the number of
    work for both live work nearby rail stations
  6. Enter the information from RailMarket into the
    model spreadsheet

20
Station Buffers
21
Spreadsheets
22
Materials Available from FTA
  • Detailed documentation
  • Part-1 Model Application Guide
  • Part-2 Input Data Development Guide
  • Part-3 Model Calibration Report
  • CTPP and RailMarket programs
  • Spreadsheets LRT and CR
  • Contact Nazrul.Islam_at_dot.gov

23
  • Thank you!
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