CMF / CRF Details
CMF ID: 9027
Install pedestrian countdown timer
Description: Install pedestrian countdown timer
Prior Condition: No PCS installed
Category: Intersection traffic control
Study: Developing Crash Modification Factors to Quantify Impacts of Pedestrian Countdown Signals to Drivers, Kitali et al., 2017
Star Quality Rating: | [View score details] |
Rating Points Total: | 140 |
Crash Modification Factor (CMF) | |
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Crash Reduction Factor (CRF) | |
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Applicability | |
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Crash Type: | All |
Crash Severity: | O (property damage only) |
Roadway Types: | Not specified |
Street Type: | |
Minimum Number of Lanes: | 2 |
Maximum Number of Lanes: | 6 |
Number of Lanes Direction: | |
Number of Lanes Comment: | |
Crash Weather: | Not specified |
Road Division Type: | |
Minimum Speed Limit: | 30 |
Maximum Speed Limit: | 55 |
Speed Unit: | mph |
Speed Limit Comment: | |
Area Type: | |
Traffic Volume: | |
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Time of Day: | All |
If countermeasure is intersection-based | |
Intersection Type: | Roadway/roadway (not interchange related) |
Intersection Geometry: | 4-leg |
Traffic Control: | Signalized |
Major Road Traffic Volume: | Minimum of 6033 to Maximum of 57458 Annual Average Daily Traffic (AADT) |
Minor Road Traffic Volume: | Minimum of 567 to Maximum of 36000 Annual Average Daily Traffic (AADT) |
Average Major Road Volume : | 28894 Annual Average Daily Traffic (AADT) |
Average Minor Road Volume : | 11428 Annual Average Daily Traffic (AADT) |
Development Details | |
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Date Range of Data Used: | 2003 to 2014 |
Municipality: | Jacksonville and Gainesville |
State: | FL |
Country: | USA |
Type of Methodology Used: | Before/after using empirical Bayes or full Bayes |
Sample Size (crashes): | 1023 crashes before, 1155 crashes after |
Sample Size (sites): | 110 sites before, 110 sites after |
Other Details | |
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Included in Highway Safety Manual? | No |
Date Added to Clearinghouse: | Nov 17, 2017 |
Comments: |