CMF / CRF Details
CMF ID: 1993
Modify signal phasing (implement a leading pedestrian interval)
Description:
Prior Condition: Signalized intersection with pedestrian signal heads. Avg ped volume per day ranged from about 100 to 1000 peds.
Category: Intersection traffic control
Study: Safety Effectiveness of Leading Pedestrian Intervals Using the Empirical Bayes Method, Fayish and Gross, 2009
Star Quality Rating: | [View score details] |
Rating Points Total: | 110 |
Crash Modification Factor (CMF) | |
---|---|
Value: | 0.413 |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 0.064 |
Crash Reduction Factor (CRF) | |
---|---|
Value: | 58.7 (This value indicates a decrease in crashes) |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 6.4 |
Applicability | |
---|---|
Crash Type: | Vehicle/pedestrian |
Crash Severity: | All |
Roadway Types: | Principal Arterial Other |
Street Type: | |
Minimum Number of Lanes: | 4 |
Maximum Number of Lanes: | 4 |
Number of Lanes Direction: | |
Number of Lanes Comment: | |
Crash Weather: | Not specified |
Road Division Type: | |
Minimum Speed Limit: | 25 |
Maximum Speed Limit: | 25 |
Speed Unit: | mph |
Speed Limit Comment: | |
Area Type: | Urban |
Traffic Volume: | |
Average Traffic Volume: | |
Time of Day: | All |
If countermeasure is intersection-based | |
Intersection Type: | Roadway/roadway (not interchange related) |
Intersection Geometry: | 3-leg,4-leg |
Traffic Control: | Signalized |
Major Road Traffic Volume: | Minimum of 12000 to Maximum of 13500 Annual Average Daily Traffic (AADT) |
Minor Road Traffic Volume: | |
Average Major Road Volume : | |
Average Minor Road Volume : |
Development Details | |
---|---|
Date Range of Data Used: | 1989 to 2007 |
Municipality: | State College |
State: | PA |
Country: | |
Type of Methodology Used: | Before/after using empirical Bayes or full Bayes |
Sample Size (crashes): | 24 crashes before, 14 crashes after |
Sample Size (sites): | 10 sites before, 10 sites after |