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Simpson County Travel Demand Model

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Title: Slide 1 Author: swalker Last modified by: swalker Created Date: 7/7/2003 7:34:16 PM Document presentation format: On-screen Show Company: Wilbur Smith Associates – PowerPoint PPT presentation

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Title: Simpson County Travel Demand Model


1
Simpson County Travel Demand Model
July 22, 2003
2
BACKGROUND
  • WSA started working on KY 1008 Pre-Design Scoping
    Study in November 2002
  • Currently, there is ¾ of a Bypass (KY 1008)
    around Franklin, Kentucky
  • Planning project aimed to determine need (if any)
    for full bypass
  • Traffic would be important in justification of
    new segment
  • As a result, the KYTC made the decision to
    develop travel demand model to coincide with study

3
BACKGROUND (CONT.)
  • Project coordinated through the Divisions of
    Planning and Multimodal Programs
  • KYTC decided to build full travel demand model
    for Simpson County for future uses
  • Air quality analysis (non-attainment)
  • Other transportation improvements

4
BACKGROUND (CONT.)
5
STUDY AREA
6
MODEL DEVELOPMENT
  • Roadway Coverage / Network
  • Traffic Analysis Zones
  • Model Development
  • Trip Generation
  • Trip Distribution
  • Traffic Assignment

7
ROADWAY COVERAGE
  • Roadway Coverage includes
  • All state-maintained roads in Simpson County
  • I-65 (North / South)
  • US 31W (North / South)
  • KY 100 (West / East)
  • Many local roads
  • County Roads
  • City Streets

8
ROADWAY COVERAGE
9
TRAFFIC ANALYSIS ZONES
  • Traffic Analysis Zones were based upon
  • Census Blocks / Census TAZs
  • The highway network
  • Socioeconomic Data included
  • Census Bureau
  • Dun Bradstreet Employment Data
  • Franklin-Simpson Industrial Board
  • KYTC District 3

10
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11
3-STEP MODEL
  • Automated using GISDK User Interface
  • Trip Generation (Quick Response Method)
  • Trip Distribution (Gravity Model with Gamma
    Function)
  • Traffic Assignment (User Equilibrium)

12
GISDK USER INTERFACE
  • Originally developed for the Madisonville UATS
  • Easily moved from model to model
  • Simplified each model run
  • Included Error-Prevention Strategies

13
RESULTS
  • Very good initial runs
  • Particular consideration given to calibration in
    Franklin and areas near bypass
  • Met FHWA calibration requirements
  • Overall RMSE lt 30
  • RMSE requirements achieved for all functional
    classifications
  • Also, met RMSE requirements for volume groups

14
FRANKLIN BYPASS EXTENSION
  • The calibrated base year model was used to
    forecast traffic patterns for the Future Year
    2025
  • As mentioned, the number of vehicles expected to
    utilize new bypass extension was very important
  • Result ranged from 6,500 7,000 vehicles per day
    on the bypass (Year 2025)

15
TRUCK COMPONENT
  • E-E truck trips are a major source of truck trips
    in the study area along major north/south routes
    (I-65/US 31W)
  • External-External (E-E) truck trips were
    simulated for this project based on existing
    truck counts
  • Internal truck trips is currently being developed

16
BPR CURVE
  • Speed Estimation has been important topic
    recently for the KYTC
  • KYTC asked to use updated BPR function
    parameters
  • a 0.05 (signalized) 0.2 (other)
  • b 10
  • Currently, conducting sensitivity analyses to
    study the difference between default BPR (a0.15
    b4) parameters and updated BPR parameters

17
MOBILITY ANALYSIS
  • Another important topic for KYTC is Mobility
    Analysis
  • Currently, researching TTI methodology for
    computing congestion using
  • Travel Time Index
  • Travel Rate Index
  • Result will be an overall value (or index) for
    quantifying congestions for an urban area (or
    other specified area)

18
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