Title: Traffic Counts and Travel Model Performance
1Traffic Counts and Travel Model Performance
Item 9
- A Presentation
- to the
- TPB Technical Committee
- April 1, 2005
2Traffic Counts and Model Evaluation
- The Yardstick of Model Performance
- Regional/Jurisdictional VMT
- Screenline/Cutline Crossings
- Air Quality Requirements
- VMT Tracking
- Emission Budgets
- Increasing Specificity Sought
- AADT, AAWDT, Seasonal, Time of day,
Classification, etc.
3Model Performance is Relative
- Performance is an Estimated-to-Observed Ratio
- Regional, Subregional, Jurisdiction, Screenline,
Link, - Performance Depends on Accuracy of Both Estimated
and Observed Figures - A Balanced Understanding of Both Estimated and
Observed Figures is Critical to Validation
4Traffic Counts in the Region
- Highway Performance Monitoring System (HPMS) is
Primary Source of Count Data - DDOT, MDSHA, VDOT, Local Jurisdictions
- AADT (MD) / AAWDT (DC and VA)
- Coding Counts in the Highway Network
- Historically a Manual Process Using Count
Books/Maps - More Recently Electronic Transfer Using
Georeferenced Count Data Bases and COGs
Transportation Data Clearinghouse - Data Used as is Maximum Link Coverage Sought
5HPMS Overview
- Samples Designed for Statewide Traffic Estimates
- Permanent Counting Stations, Continuous Operation
- Program Count Locations Short Count Duration,
3-year Collection Cycle - Adjustments Applied to Counts
- Current-year Program Counts Annualized
- Non-Current Year Program Counts Adjusted to
Current Year - Partially Operational Permanent Counts Annualized
- Manual Adjustments made to compensate for
Equipment Failure, Construction, Safety Issues,
etc. - Adjustments based on Perm.Counts Statewide
6Observations on the HPMS
- HPMS is not a count of traffic, per se-- HPMS is
an annualized traffic volume estimate based on a
statewide sample of a limited number of
locations. - A Case Can be Made Model Performance expressed
as an Estimated-to-Observed Ratio Should be
Considered as an Estimated-to-Estimated Ratio - When HPMS data is used for a specific
metropolitan area, data noise is a potential
issue.
7Issues for Transportation Modeling
- Highway Network is an Approximation of the
Physical Roadway System - Resolving AADT Figures to AAWDT is Approximate
- Directionality of Counts is Suppressed With HPMS
Data - Ground Count Highway Network Coding Practices Can
Also Introduce Noise/Bias Into the Performance
Statistics
8Daily VMT Over Timefor the Washington Region By
State
9Time Series VMT Changefor the Washington Region
By State
10Yr 2000 Validation Freeways RMSE Summary
11Updated Traffic Volume Estimates for V2.1.D Model
Performance Tests
- Review Traffic Volume Data/ Estimates for all
jurisdictions in the metropolitan Washington
region (MSA). - Link AAWDT Traffic Volume Estimate only to the
network link where the Program or Permanent
Counting Station was located (i.e. no carrying
forward or averaging volume estimates for
adjacent links). - Identify all Program and Permanent Counting
station locations where actual traffic count data
was collected in Year 2000. - Identify all Permanent Counting Stations that
were operational in Year 2000.
12All Program and Permanent Counting Locationswith
Actual or Factored Daily Traffic Volume Estimates
for Year 2000
13All Program and Permanent Counting Locationswith
Actual Traffic Count Data Collected in Year 2000
14All Operational Permanent Counting Station
Locations in Year 2000
15Performance Test Results
16Validation E/O Scatterplots11,004 Observations
17Permanent /Actual Factored Program Counts
2,953 Observations
18Permanent /Actual Program Counts 1,194
Observations
19Permanent Count Stations68 Observations
20Conclusions
- Model Performance Improves with Higher Quality
Counts - Metropolitan areas using statewide counting
program data should expect count accuracy
limitations-- especially multi-state areas.
Consider metropolitan samples? - Expect scatterplot outliers, seek explanations
- Performance problems does not equate to model
problems.