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NC Local Safety Partnership

NC Local Safety Partnership. Selecting Interventions. Workshop Roadmap. . . . . Module Objectives. Use safety data and site investigation to explore problem areas Identify contributing crash factors and select appropriate countermeasures

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NC Local Safety Partnership

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  1. NC Local Safety Partnership Selecting Interventions

  2. Workshop Roadmap    

  3. Module Objectives Use safety data and site investigation to explore problem areas Identify contributing crash factors and select appropriate countermeasures Conduct benefit-cost analysis to guide countermeasure implementation

  4. Steps for Selecting Interventions

  5. Module 5 – Selecting Interventions STEP 1 – REVIEW SAFETY DATA

  6. Safety Data Review • Descriptive statistics • Crash type • Crash severity (KABCO) • Environmental conditions • Event sequence • Crash locations • Supporting documentation

  7. Descriptive Statistics: Crash Type

  8. Descriptive Statistics: Crash Severity

  9. Descriptive Statistics: Environmental Conditions

  10. Event Sequence

  11. Crash Locations: Collision Diagram

  12. Supporting Documentation Land use maps Historic weather patterns Public comment records Roadway improvement plans Anecdotal information

  13. Module 5 – Selecting Interventions STEP 2 – Investigate Site

  14. Site Investigation Investigate site to observe field conditions Verify if site characteristics agree with details on crash report Drive both directions of a road segment or each approach of an intersection Observe traffic movements and signal timing at various points during the day Evaluate sight distance

  15. Site Investigation Note locations of driveways and other access points Observe use by non-motorized users (i.e., where are pedestrians crossing?) Take photos Look for evidence of safety issues (tire marks on curb, pole damage, broken glass on pavement, etc.) Construct condition diagram for later reference

  16. Condition Diagram Bank School Sidewalk Playground Light Pole Driveway Pothole Tree Sidewalk

  17. Example of Verified Field Review • Signalized intersection • Left turn lanes in all quadrants • Permissive/protected phasing • Pedestrian crossings and signal control • Clearance interval not adequate for prevailing speeds

  18. Module 5 – Selecting Interventions STEP 3 – IDENTIFY CONTRIBUTING FACTORS

  19. Identify Contributing Factors

  20. Contributing Crash Factors • Potential contributing factors are provided in the AASHTO Highway Safety Manual for: • Roadway Segments • Signalized Intersections • Unsignalized Intersections • Highway-Rail Grade Crossings • Pedestrians • Bicyclists

  21. Example Possible Contributing FactorsSignalized Intersections (See p. 6-5 and 6-6 of the HSM )

  22. Contributing Factors for Severe Crash Types Angle and turning (left) Misjudging speed of opposing traffic Visibility of signals Inadequate signal timing Rear end (east approach) Inappropriate or excessive approach speeds Unexpected stops (driveways/access)

  23. Example Two-way stop-controlled intersection Four legs Major road AADT = 22,100 Minor road AADT = 1,650 Urban area

  24. Example What are the likely contributing crash factors?

  25. Module 5 – Selecting Interventions STEP 4 – identify and list potential countermeasures

  26. Sources for Potential Countermeasures • Roadway Countermeasures • NCHRP Series 500 • Highway Safety Manual, Part D • FHWA Crash Modification Factor Clearinghouse • FHWA list of suggested (proven) countermeasures • Behavioral Countermeasures • Countermeasures That Work

  27. Countermeasure Sources:NCHRP Series 500 Guides • Countermeasures classified as: • Proven, • Tried, or • Experimental • Examples: • Relocate roadside objects (P) • Install shoulder rumble strips (T) • Delineate poles with retroreflective tape (E)

  28. Countermeasure Sources:Highway Safety Manual • First edition released in 2010 • Provides practitioners with the best factual information and tools regarding safety consequencesof design decisions. • Sections • Part A: Safety knowledge • Part B: Safety management • Part C: Crash prediction models • Part D: Countermeasure selection and CMFs

  29. Countermeasure Sources:Crash Modification Factors Clearinghouse

  30. Countermeasure Sources:FHWA Suggested Countermeasures (2008) • Road safety audits • Roundabouts • Left and right turn lanes at stop-controlled intersections • Yellow and all red change intervals at traffic signals • Median and pedestrian refuge areas in urban and suburban areas • Walkways

  31. Countermeasure Sources:NHTSA “Countermeasures That Work”

  32. Question When faced with many potential countermeasures, how do you choose which one(s) to implement?

  33. Comparing Countermeasures • Subjective comparisons are important… • Which will garner the most public support? • Which is most appropriate for the area? • …But objective comparisons are priority • Expected effectiveness -> decreases in crashes (CMFs) • Expected costs -> installation and maintenance

  34. Module 5 – Selecting Interventions STEP 5 – conduct benefit-cost analysis

  35. Countermeasure Costs • Startup or installation costs • Example? • Ongoing operational or maintenance costs • Example? • Resilience/staying power (“usable life”) • Which countermeasures would have shorter staying power? Which would be longer?

  36. Countermeasure Benefits • Crashes prevented – use CMFs to estimate if available • Changes in crash severity • Ex: Signals and red light cameras • Ex: Cable median barriers • Other benefits not related to safety (e.g., reduced delay)

  37. Countermeasure Benefits:Crash Modification Factors Expected crashes with countermeasure Expected crashes without countermeasure Crash modification factor (CMF) is a multiplicative factor used to compute the expected number of crashes after implementing a given countermeasure at a specific site. CMF = CMF > 1 indicates an expected increase in crashes CMF < 1 indicates an expected decrease in crashes

  38. Countermeasure Benefits:Crash Modification Factors

  39. Countermeasure Benefits: Assigning Monetary Value to Crashes Prevented Complex Process Rules of Thumb Fatal plus Serious Injury vs. minor injury plus PDO Costs Cost Effectiveness

  40. Countermeasure Benefits: NCDOT Crash Cost Resource

  41. Countermeasure Benefits: NCDOT Crash Costs 2011

  42. Benefit-Cost Analysis • Striving for the most effective use of limited safety funds (“bang for the buck”) • Rank competing projects • Methods • Benefit-cost ratio • Present value of benefits

  43. Example: Benefit-Cost Ratio • Proposed: Install left turn lane at signalized intersection • Cost: • $168,000 for construction and $32,000 for right-of-way • Annual cost over 22-year service life is $19,700 • Benefit: • Expected to reduce 6 crashes per year • Equivalent to $187,300 in annual crash cost savings

  44. Example: Benefit-Cost Ratio 187,300 = 9.5 19,700 Annual cost = $19,700 Annual benefit = $187,300 Benefit-cost ratio

  45. Other (Qualitative) Considerations What are other considerations that can play a role in which countermeasures are implemented?

  46. Other (Qualitative) Considerations Design Standards Tradeoffs Familiarity Constituent Concerns

  47. Take Away Messages Reviewing safety data (and supporting documentation) is a critical first step Field reviews reveal problems that may not be apparent in data review By identifying other contributing factors, countermeasures can be selected to best address crash problem Benefit-cost analysis can help prioritize and guide improvements

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