CMF / CRF Details
CMF ID: 8482
Install Pedestrian Signals
Description:
Prior Condition: Intersections without pedestrian signals
Category: Pedestrians
Study: Developing Crash Modification Functions for Pedestrian Signal Improvement, Sacchi et al., 2015
Star Quality Rating: | [View score details] |
Rating Points Total: | 115 |
Crash Modification Factor (CMF) | |
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Value: | |
Adjusted Standard Error: | |
Unadjusted Standard Error: |
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: | |
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: | Not specified |
If countermeasure is intersection-based | |
Intersection Type: | |
Intersection Geometry: | 4-leg |
Traffic Control: | Signalized |
Major Road Traffic Volume: | Minimum of 5120 to Maximum of 44800 Annual Average Daily Traffic (AADT) |
Minor Road Traffic Volume: | Minimum of 650 to Maximum of 9530 Annual Average Daily Traffic (AADT) |
Average Major Road Volume : | 23326 Annual Average Daily Traffic (AADT) |
Average Minor Road Volume : | 2130 Annual Average Daily Traffic (AADT) |
Development Details | |
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Date Range of Data Used: | 2005 to 2013 |
Municipality: | Metro Vancouver |
State: | notusa |
Country: | Canada |
Type of Methodology Used: | Meta-regression |
Sample Size (crashes): | 65 crashes |
Sample Size (sites): | 13 sites |
Sample Size (site-years): | 53 site-years |
Other Details | |
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Included in Highway Safety Manual? | No |
Date Added to Clearinghouse: | Mar 13, 2017 |
Comments: |