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Knoxville External Video Survey: Background & Status Report. Tennessee Model Users Group Meeting October 24, 2007. Why conduct the survey ?. Background: Why conduct the survey? Why a video camera license plate matching method? Knoxville Survey Specifics Station Locations Volumes
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Knoxville External Video Survey:Background & Status Report Tennessee Model Users Group Meeting October 24, 2007
Why conduct the survey ? • Background: • Why conduct the survey? • Why a video camera license plate matching method? • Knoxville Survey Specifics • Station Locations • Volumes • Date / Time • Cameras • Data entry • Database Matching Program • Reports – Stay tuned !
Why conduct the survey ? • Background: • Why conduct the survey? • Why a video camera license plate matching method? • Knoxville Survey Specifics • Station Locations • Volumes • Date / Time • Cameras • Data entry • Database Matching Program • Reports – Stay tuned !
Why conduct the survey ? • Preparation for major model update and LRP • Significant discrepancy between external flows in the Statewide Model vs. the Knoxville Regional Model
TDOT Statewide Model vs. KRTDM External Travel Comparison • Order-of-magnitude cordon line volumes more realistic in KRTDM: 323,316 cordon line ADT in 2006. • Considerable more travel through the Knoxville region in the Statewide Model. • Much higher percent of trucks traveling through the Knoxville region in the Statewide Model
I-75 North US 11 East I-81 North I-40 West I-40 East External Station Locations I-75 South
ADT Comparisons by External Stations KRTDM volumes at external stations generally more accurate than Statewide Model
Total Trip Comparisons by External Station & Vehicle Class KRTDM: More trucks crossing the cordon line Statewide: More auto trips crossing the cordon line At major stations, volumes are in the same “order-of-magnitude”.
External-External (EE) Trip Comparisons by External Stations By station, the % differences of external trips are high, even at the major stations. Much of this is due to the larger number of external trips in the Statewide Model across the board.
Percent of External-External (EE) Auto Trips – External Stations Both models have external trips generally where you would expect them. At major stations, Statewide model has higher %’s of external auto trips.
Percent of External-External (EE) Truck Trips – External Stations At major stations, %’s of external truck trips are much higher in the Statewide Model vs. the KRTDM.
Major O-D Differences between KRTDM and Statewide Models: Ex-Ex Auto Trips
Major O-D Differences between KRTDM and Statewide Models: Ex-Ex Truck Trips
Summary of KRTDM-Statewide Model Comparison of External Travel • Order-of-magnitude aggregate cordon line volumes more realistic in KRTDM: 323,316 cordon line ADT in 2006. Same holds true at individual stations. • Considerable more travel through the Knoxville region in the Statewide Model. • Much higher percent of trucks traveling through the Knoxville region in the Statewide Model. • KRTDM: More trucks crossing the cordon line. • Statewide: More auto trips crossing the cordon line. • At major stations, Statewide model has higher %’s of external auto trips. • At major stations, Statewide model has much higher %’s of external truck trips.
Why conduct the survey ? • Background: • Why conduct the survey? • Why a video camera license plate matching method? • Knoxville Survey Specifics • Station Locations • Volumes • Date / Time • Cameras • Data entry • Database Matching Program • Reports – Stay tuned !
Alternative Methods • Roadside Interviews • Great data at reasonable cost. However…. • Very dangerous; on-site law enforcement a virtual necessity • Some states have outlawed it or have strict policies against it. • Indiana’s Attorney General gave a legal opinion that method violates legal conditions for pulling over traffic • Always unpopular – Expect a mad phone call from the Mayor’s Office • License Plate / Post Card Survey • Poor quality data for lots of reasons … • Requires fast data reduction and timely cooperation with State BMV, which rarely happens • Should have cooperation of multiple state BMVs, which rarely happens • Respondent memory lapse in the intervening weeks • Poor response rate and likely biased – No sample control
Alternative Methods • License Plate Matching using Digital Automated Character Recognition • Advantages: • No interruption in the flow of traffic • Relatively safe • Capture rate of trucks is relatively high vs. License Plate / Post Card Method • Out-of-state vehicles are captured in the in the sample • No need for timely cooperation with BMVs • No memory lapse • No sample control issues • Disadvantages: • Detailed trip information is lost • Hyper-expensive due to the cost of high-end camera equipment with character recognition software • Severe limitation on the number of stations
Alternative Methods • License Plate Matching using Video / Surveillance Camera Technology and Human Data Reduction • Advantages: • No interruption in the flow of traffic • Relatively safe • Capture rate of trucks is relatively high vs. License Plate / Post Card Method • Out-of-state vehicles are captured in the in the sample • No need for timely cooperation with BMVs • No memory lapse • No sample control issues • Reasonable cost • Disadvantages: • Detailed trip informationcannot be collected • Practical limit to the number of stations
Knoxville Survey Specifics • Background: • Why conduct the survey? • Why a video camera license plate matching method? • Knoxville Specifics • Station Locations • Volumes • Date / Time • Cameras • Data entry • Database Matching Program • Reports – Stay tuned !
Locations of Survey Stations US 11 East Jefferson-Hamblen County Line I-75 North Anderson-Campbell County Line I-81 North Jefferson-Hamblen County Line I-40 West Roane-Cumberland County Line I-40 East Jefferson-Cocke County Line Video camera Survey conducted: September 18, 2007 7am – 7pm I-75 South Loudon-Monroe County Line
Cordon Line Traffic Volumes & Trucks %’s US 11 East 21,500 ADT 24-Hour Trucks 10% 6am-6pm Trucks14% I-75 North 42,100 ADT 24-Hour Trucks 41% 6am-6pm Trucks 44% I-81 North 33,800 ADT 24-Hour Trucks 38% 6am-6pm Trucks 64% I-40 West 42,200 ADT 24-Hour Trucks 37% 6am-6pm Trucks 61% I-40 East 28,700 ADT 24-Hour Trucks 41% 6am-6pm Trucks 61% Note: All numbers are subject to change. Counts will be verified against videotapes and vehicles classifications re-calibrated based on visual verification. I-75 South 40,500 ADT 24-Hr Trucks 28% 6pm-6am Trucks 45%
Cameras • One camera-per-lane powered by marine batteries • Standard video and surveillance equipment • Records to videotape or digital tape and converted to DVD
Data Entry • Tedious, but the human eye beats automated character recognition. • 90%+ recognition of all auto plate characters • 65%+ recognition of all truck plate characters
Database & Matching Program • Program allows matches for any time slices • User-specified elapsed time between each station pair • Makes probabilistic “wild card” matches when there are unrecognized characters • User-specified treatment of missing plates
Reports will … • For unobserved hours sample data are expanded using off-peak match rates by vehicle class; user-experimentation allowed • Trip tables will be by… • Time-of-day periods to match model • Auto, Single-Unit, and Combination Trucks • Additional vehicle class detail is possible
Status Report • Data entry about one-third complete • Scheduled completion for data entry - Thanksgiving • Report Delivery – Year End