Title: Florida Model Task Force
1Treasure CoastSoutheast FloridaRegional
Planning Models
2Consultant Teams
- TRCPM
- Corradino
- Renaissance Planning Group
- Cambridge Systematics
- SERPM 6
- Corradino
- AECOM Consult
- With thanks to
- FDOT Districts 4 6
- MPO staffs of Palm Beach County, Broward County,
Miami-Dade County, Martin County, St. Lucie
County and Indian River County - SFRTA
3TCRPM - History
- Earlier FSUTMS/Tranplan Versions 1 2
- TCRPM 3 Highway-only model developed and
calibrated completely in TransCAD thought we
were done! - Model development switched to Cube Voyager after
Model Task Force action in the fall of 2004.
42000 Treasure Coast Regional Planning Model
(TCRPM)
- Cube Voyager based model
- Covers three counties
- Indian River
- St. Lucie
- Martin
- Two Flavors
- Highway Only
- With Transit
5TCRPM Whats New?
- Cube Voyager Platform
- Initial Speeds from Posted Speed and Traffic
Signal Data on the network - PT for a simple transit network
- Matrix for Mode Choice
- Highway Evaluation Connected to standard FSUTMS
RMSE and HEVAL programs
6TCRPM
- Uses FSUTMS Facility and Area type coding
- Trip generation rates are county specific
- Mode choice model
- Splits auto and transit trips
- Further splits auto trips in occupancy levels
- Run time for the full model is 7 min. on a 3.4
GHZ machine - Traffic Analysis Zones 731
7TCRPM VMT/VHT (Volume/Count) Ratios
8TCRPM RMSE
9SERPM - History
- Earlier FSUTMS/Tranplan Versions 1 - 5
- SERPM 5 1999 Base Year with restructured mode
choice responding to FTA concerns - SERPM 6 is a Cube Voyager model, no Tranplan
required. Custom-written Fortran code for LSGEN,
Mode Choice and a few other minor components
10SERPM 6
- Palm Beach, Broward and Miami-Dade Counties
- 4,134 TAZs (ZONESA)
- 3 Time periods (AM 630-930, PM 330 630,
Off-peak) - 10 Transit modes
- 22 28 hours run time on 3.4 GHZ computer
11Whats New?
- Zdata in TAZ Shape file DBF
- 3 Period Time-of-day
- Dynamic area types
- Estimation of initial speeds from posted speed
and signals - Estimation of capacities from roadway physical
characteristics - Estimation of time delays at freeway merges
- Equilibration of speeds in peak period
pre-assignment - Trips for HHs with autos distributed using
highway skims, while 0-auto HHs use transit skims
- Micro-coding of fixed-guideway transit stations
- Model is validated to observed highway speeds as
well as to traffic counts - Transit nets kept in PT, but Trnbuild used for
paths, skims and assignment - Non-motorized mode choice
- Built-in mode choice constant estimation process
- Better estimation of kiss-and-ride and
park-and-ride at stations
12SERPM 6 Model Flow
- Setup controls and file names
- External EE by period
- Trip Gen LSGEN by auto ownership and TOD
- Highway Including speed and capacity
calculators - Distribution Including equilibration of peak
period highway speeds - Transit Nets PT ? Trnbuild and connectors,
paths, skims and fares
- Mode Choice
- Transit Assignment by access path and TOD
- Highway Trip Tables Combines trip tables for
assignment - Highway Assignment by TOD (use most computer
time) - Highway Evaluation HEVAL and RMSE by TOD and
county
13SERPM 6 - Transit Nets
PT Mode (applicable county) TRNBUILD Mode (applicable county)
1 Walk Access Walk Access
2 Drive Access Drive Access
3 Sidewalk/Transfer connector Sidewalk/Transfer connector
4 Bus (Palm Beach Broward) Bus (Palm Beach)
5 Bus (Miami-Dade) Bus (Dade)
6 Express Bus (all) Express Bus (Broward)
7 Metro-Rail Metro-Rail
8 Tri-Rail Tri-Rail
9 Metromover Metromover
10 New Mode (all) New Mode (Broward)
11 Project Mode (all) Project Mode (all)
12 Tri-Rail Shuttle (all) Tri-Rail Shuttle (all)
13 Limited Stop Bus (all) Limited Stop Bus (Miami-Dade)
14 n/a Bus (Broward)
15 n/a Express Bus (Miami-Dade)
16 n/a Express Bus (Palm Beach)
17 n/a New Mode (Miami-Dade)
18 n/a Limited Stop Bus (Broward)
19 n/a Limited Stop Bus (Palm Beach)
20 n/a New Mode (Palm Beach)
14Station Micro-coding
Source AECOM Consult
15Time of Day
- FSUTMS uses auto speeds from 24-hour assignment
as for HBW mode choice - HBO NHB use free-flow speeds
- SERPM6 uses time of day
- Peak period trips use AM congested speeds
- Off-peak period trips use free-flow speeds
- Standard FSUTMS design expected for most models
Standard FSUTMS Models Standard FSUTMS Models
Purpose Period Auto Impedances
HBW all Congested
HBO all Free-flow
NHB all Free-flow
Time-of-day Models Time-of-day Models
Purpose Period Auto Impedances
HBW peak HBO peak NHB peak AM congested
HBW off-peak HBO off-peak NHB off-peak Free-flow
Source AECOM Consult
16PT Overview
- Multi-path algorithm
- Can produce two or more paths per O/D pair
- Skims reflect weighted values of all paths
- Advanced fare system transit speed features
- Good network features
- Has ability to generate access connectors
Source AECOM Consult
17FTA Reactions to PT
- Strongly recommended micro-coding fixed-guideway,
park-and-ride kiss-and-ride stations to better
represent transfer time - Existing FSUTMS standards utilize same node for
rail bus stations - Confirmed that multi-path builder is not
compatible with existing FSUTMS mode choice
structure - PT v4.0 can not provide the necessary information
for New Starts quality control tests - Trying to quantify impacts of multi-path systems
on New/Small Starts would prefer single-path but
do not require it - Helpful to have empirical evidence of typical
New/Small Start situations in PT
Source AECOM Consult
18FDOT Central Office Research
- Citilabs added a best-path switch in PT
- Addresses FTAs New Starts quality control tests
- Mimics single-path path-builders
- Developed and tested 3 prototype models
- (1)PT multi-path (2)PT best-path (3)PT-TRNBUILD
hybrid - Purposes
- Provide empirical data to assist with
FTA/Citilabs discussions - Help determine best design for PT model that
produces explainable results that are sufficient
for New/Small Starts analysis - Identify any issues as early as possible
- Developed modeling standards (frameworks) for
multi-path system, adjusted slightly for other 2
systems
Source AECOM Consult
19SERPM 6 - TRNBUILD
- Could not wait for PT best path
- Single-path builder from TP available in
Voyager - Link-based, some similarities to Tranplans
path-builder - Well-known to FTA
- Reliable history that dates back to MINUTP
- Used nationwide
- Atlanta, Washington DC, Columbus OH, Northern NJ
- Can read Voyager highway networks directly
- Easy to convert PT network connectors
- Only being used in Florida for SERPM6
- Future development not supported by Citilabs
Source AECOM Consult
20SERPM 6 Mode Choice
Applied for Peak and Off-peak
21SERPM 6 Transit Assignment
- By TOD (AM, Off-peak)
- By Access Mode (Walk, Auto)
- By Transit Mode
- Bus
- Metrorail
- Tri-Rail
- New Mode
22SERPM 6 Highway Assignment
- By Time-of-Day
- AM Peak
- Off-Peak
- PM Peak
- Composite 24 Hours (add preceding)
23SERPM 6 Highway Evaluation
- SUMMARIES BY
- SERPM 6 Region by Time-of-Day
- Each County for 24 hours
- Trucks alone each County for 24 hours
24SERPM 6 - Validation
- Standard FSUTMS
- Plus Speed Validation
- Speed compromises made in favor of Volume/Count
- Good Volume/Count ratios
- Very good RMSE
- Good transit assignment results
25SERPM 6 Speed Validation
Average Weighted Speed (mph) Average Weighted Speed (mph) Average Weighted Speed (mph) Average Weighted Speed (mph) Average Weighted Speed (mph) Average Weighted Speed (mph) Average Weighted Speed (mph) Average Weighted Speed (mph)
Model Model Model Model Observed Observed Observed Observed
Facility Type Facility Type AM PM Off Peak All Periods AM PM Off Peak All Periods
Freeway - 11 45.41 45.47 48.81 46.44 46.84 54.15 52.25 50.58
Surface Streets - 41 29.86 27.45 31.67 30.13 24.69 23.60 26.62 25.25
HOV Lanes - 81 54.02 51.57 52.79 64.19 57.58 60.89
Toll Facility - 91 63.79 62.17 62.84 62.96 65.16 65.47 63.97 65.17
All Facilities All Facilities 41.00 43.94 37.87 40.88 39.97 46.75 35.41 40.48
26SERPM 6 Systemwide Comparison
27SERPM 6 RMSE Validation
28SERPM 6 Transit Ridership Validation
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