CMF / CRF Details
CMF ID: 9902
Modify signal phasing (implement a leading pedestrian interval)
Description:
Prior Condition: Signal phasing without leading pedestrian interval
Category: Intersection traffic control
Study: Safety Evaluation of Protected Left-Turn Phasing and Leading Pedestrian Intervals on Pedestrian Safety, Goughnour et al., 2018
| Star Quality Rating: |  [View score details] |
| Rating Points Total: | 150 |
| Crash Modification Factor (CMF) | |
|---|---|
| Value: | 0.83 |
| Adjusted Standard Error: | |
| Unadjusted Standard Error: | 0.046 |
| Crash Reduction Factor (CRF) | |
|---|---|
| Value: | 17 (This value indicates a decrease in crashes) |
| Adjusted Standard Error: | |
| Unadjusted Standard Error: | 4.6 |
| Applicability | |
|---|---|
| Crash Type: | All |
| Crash Severity: | K (fatal),A (serious injury),B (minor injury),C (possible injury) |
| Roadway Types: | All |
| Street Type: | |
| Minimum Number of Lanes: | |
| Maximum Number of Lanes: | |
| Number of Lanes Direction: | |
| Number of Lanes Comment: | |
| Crash Weather: | Not specified |
| Road Division Type: | |
| Minimum Speed Limit: | |
| Maximum Speed Limit: | |
| Speed Unit: | |
| Speed Limit Comment: | |
| Area Type: | Urban and suburban |
| Traffic Volume: | |
| Average Traffic Volume: | |
| Time of Day: | All |
| If countermeasure is intersection-based | |
| Intersection Type: | Roadway/roadway (not interchange related) |
| Intersection Geometry: | Not specified |
| Traffic Control: | Signalized |
| Major Road Traffic Volume: | Minimum of 6650 to Maximum of 32363 Annual Average Daily Traffic (AADT) |
| Minor Road Traffic Volume: | Minimum of 1850 to Maximum of 25883 Annual Average Daily Traffic (AADT) |
| Average Major Road Volume : | 16407 Annual Average Daily Traffic (AADT) |
| Average Minor Road Volume : | 8544 Annual Average Daily Traffic (AADT) |
| Development Details | |
|---|---|
| Date Range of Data Used: | 2005 to 2014 |
| Municipality: | Chicago |
| State: | IL |
| Country: | |
| Type of Methodology Used: | Before/after using empirical Bayes or full Bayes |
| Sample Size (crashes): | 510 crashes before, 407 crashes after |
| Sample Size (sites): | 56 sites before, 56 sites after |
