Title: The Aggregate Rail Ridership Forecasting Model: Overview
1The Aggregate Rail Ridership Forecasting Model
Overview
- Dave Schmitt, AICP
- Southeast Florida Users Group
- November 14th 2008
2What 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
3CTPP 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
4LRT 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)
5CR 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
6CR 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 8Applications 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
9Applications 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
10Applications City B
- New rail line between CBD and suburban
residential areas - Used ARRF to develop rationale for
alternative-specific constant - Results on next slide
11Ridership 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
12Applications 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)
13Applications 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
14Applications 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
15Applications 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
16Applications 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
17Applications 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 19General Procedure
- Obtain basic input files
- Determine the socio-economic characteristics of
the geography - Prepare the CTPP Part 3 flow data
- Determine the relationships between rail stations
geography - Run RailMarket program to determine the number of
work for both live work nearby rail stations - Enter the information from RailMarket into the
model spreadsheet
20Station Buffers
21Spreadsheets
22Materials 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