CMF / CRF Details
CMF ID: 9864
Coordinate arterial signals
Description: Coordination of traffic signals along an arterial cooridor
Prior Condition: No coordination between arterial signals
Category: Intersection traffic control
Study: Identifying the Safety Impact of Signal Coordination Projects along Urban Arterials Using a Meta-analysis Method, Williamson et al., 2018
Star Quality Rating: | [View score details] |
Rating Points Total: | 25 |
Crash Modification Factor (CMF) | |
---|---|
Value: | 0.86 |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 0.27 |
Crash Reduction Factor (CRF) | |
---|---|
Value: | 14 (This value indicates a decrease in crashes) |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 27 |
Applicability | |
---|---|
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: | Suburban |
Traffic Volume: | |
Average Traffic Volume: | 19500 Average Daily Traffic (ADT) |
Time of Day: | All |
If countermeasure is intersection-based | |
Intersection Type: | |
Intersection Geometry: | |
Traffic Control: | |
Major Road Traffic Volume: | |
Minor Road Traffic Volume: | |
Average Major Road Volume : | |
Average Minor Road Volume : |
Development Details | |
---|---|
Date Range of Data Used: | |
Municipality: | |
State: | IL |
Country: | USA |
Type of Methodology Used: | Before/after using comparison group |
Sample Size (crashes): | 29 crashes before, 32 crashes after |
Sample Size (sites): | 1 sites before, 1 sites after |
Sample Size (site-years): | 1 site-years before, 1 site-years after |