1 / 39

SPR 667 – Assessment of Statewide Intersection Safety Performance

SPR 667 – Assessment of Statewide Intersection Safety Performance. TAC Meeting August 31, 2009 2:00-3:30PM. Agenda. Meeting Objectives. Research Objectives. To quantify the safety performance of typical intersections  

overton
Télécharger la présentation

SPR 667 – Assessment of Statewide Intersection Safety Performance

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript


  1. SPR 667 – Assessment of Statewide Intersection Safety Performance TAC Meeting August 31, 2009 2:00-3:30PM

  2. Agenda

  3. Meeting Objectives

  4. Research Objectives • To quantify the safety performance of typical intersections   • To assemble a statewide inventory of intersections including location, geometry, control and volume data. • To characterize by a variety of geometric, operational, and volume features the safety performance of typical intersections. • This performance will include both statistical summaries and exploration of the applicability of predictive models.

  5. Review of Tasks • Project Initiation – complete • Literature Review – complete • Data Assembly & Research Design – 90% complete • Pilot Study – 85% complete • Full Intersection Study – 20% complete • Summary Data Analysis – 20% complete • Develop Safety Performance Functions • Final Report Budget: $122,516 Encumbered: $42,086 (34%) Balance: $80,430

  6. Background • Nearly 21% U.S. fatalities were identified as intersection or intersection-related (2007) • ITE estimates 50% of all reported crashes occurred at intersections • 55% of injury crashes • 48% of property-damage crashes. • Oregon (2007) intersection crashes accounted for 38% of total • 18% of fatal crashes • 39% of injury crashes

  7. Literature Review • PART 1 • A summary of individual geometric, operation, traffic control, and other features • PART 2 • Statistical summaries • Methods for pattern diagnostics • Modeling the safety performance at intersections.

  8. PART 1Sources for Intersection Elements • Harwood et al. “Safety Effectiveness of Intersection Left- and Right- Turn Lanes” • Model Minimum Inventory of Roadway Elements (MMIRE) • Highway Safety Manual (HSM) Draft 3.1 • Elvik and Vaa “Handbook of Road Safety Measures” • Other research • List is not exhaustive

  9. PART 2Statistical Summaries (Crash Rates)

  10. Functional class District or region

  11. PART 2Statistical Summaries

  12. PART 2 Pattern Diagnostics and Proportions • Excess proportions • HSM/Safety Analyst • Direct diagnostics • Comparisons of individual crash type proportions to all others

  13. PART 2 Safety Prediction Methods • Regression models • Negative Binomial models • Tree-based regression • Probit models • Urban – rural • Intersection type • Severity or crash type • Volumes significant in all models

  14. Literature Review Conclusions • Identified a long list of potential intersection elements • Crash rates varied considerably from state-to-state • Most summaries aggregated at relatively high level • Interestingly, all summaries used total crashes and did not develop separate injury rates or rates by any other crash category or causation. • Roundabouts were not included as separate category • Pedestrian or bicycle elements were also absent. • All of the summaries are “snapshots” in time and do not appear to routinely updated.

  15. Literature Review Conclusions • Summarizing the crash data in terms of typical diagnostics appears to be very valuable effort. • Data requirements for predictive models are significant and a primary reason why there has been limited development. • The relationship of intersection characteristics with crash frequency, crash severity, and particular crash types is complex. • In nearly every model, volumes were a significant variable.

  16. Data Assembly • ODOT CAR Code Setup Book • State highway system intersections (9,139) • Other system (143,186) • ODOT Crash Data System (via OrTSDA) • ODOT Digital Video Log (DVL) • ODOT Integrated Transportation Information System (ITIS) • Google Earth / GIS Files • Counts • Traffic counting firms • City/County Engineering & Planning Offices • PORTAL, Google Traffic

  17. Intersection Crash Data • State Highway • Highway and milepost • City • Intersecting street numbers • County • Either mileposted or intersecting street numbers Intersection Possible Intersection-related

  18. ODOT CAR Code Setup Book

  19. CAR Setup Book Remaining records “NULL” traffic control

  20. Pilot Study • Objectives • Test data collection strategies • Define feasible data elements • Estimate effort • Help formulate likely data distributions • Test crash data scripts and summaries • All data elements • 49 NCHRP Flashing Yellow Arrow Intersections • 55 HSM Calibration Project Intersections • Partial data elements • 244 State highway–state highway intersections

  21. Google Earth Map of Intersections

  22. Data Collection Form

  23. Data Collection: Google Earth Google Earth can provide an aerial view of: -Intersection Type-Turning Lanes -Parking -Channelization -Lat/Long Coord. -Urban/Rural -Bicycle Facilities -Ped. Facilities -Measurements -Length, Width

  24. Data Collection • Resolution is an issue in rural areas when making measurements. John Day: US 26 (005) and US 395 (048)

  25. Digital Video Log • ODOT’s Digital Video Log provides street level views which can be used to identify: • Signalization -Intersections (ex: S = 3 = S) • # of Turning Legs -Medians and Channelization

  26. AADTs from Jurisdictions

  27. Counts from Traffic Firms

  28. Variable Summary (N=104)

  29. Variable Summary (N=104)

  30. Crash Frequency (N=347) DRAFT-DRAFT – DRAFT – DRAFT- DRAFT - DRAFT

  31. Crash Rates (N=254) DRAFT-DRAFT – DRAFT – DRAFT- DRAFT - DRAFT

  32. Crash Patterns DRAFT-DRAFT – DRAFT – DRAFT- DRAFT - DRAFT

  33. Crash Patterns By Vehicle Movement

  34. Draft Results from Pilot Study • Many elements probably not needed for summaries / patterns • Crash script developed • Refining / testing in Access database • Quality control checks needed • Traffic volumes • Hardest to get (off state system) • Time challenge (year of data collection) • Still some other avenues to pursue • Signal timing • Need to study appropriate aggregations

  35. Work Plan Deliverables • 1 - Literature review • 2 - Brief memo to TAC summarizing findings, progress, and recommendations for pilot study intersections and scope • 3 - Interim report summarizing findings of the pilot study, progress, and recommendations for full field study. Preview of statistical summaries that will be conducted. • 4 - Interim report summarizing the results summary data analysis • 5 - Final report

  36. Revised Work Plan • Discussion

More Related