CMF / CRF Details
CMF ID: 7993
Install a traffic signal
Description:
Prior Condition: Intersections with a stop sign on minor roads
Category: Intersection traffic control
Study: Safety Evaluation of Signal Installation With and Without Left Turn Lanes on Two Lane Roads in Rural and Suburban Areas, Srinivasan et al., 2014
Star Quality Rating: | [View score details] |
Rating Points Total: | 112 |
Crash Modification Factor (CMF) | |
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Value: | 0.492 |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 0.086 |
Crash Reduction Factor (CRF) | |
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Value: | 50.8 (This value indicates a decrease in crashes) |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 8.6 |
Applicability | |
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Crash Type: | Other |
Crash Severity: | All |
Roadway Types: | Not specified |
Street Type: | |
Minimum Number of Lanes: | 2 |
Maximum Number of Lanes: | 2 |
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: | All |
Traffic Volume: | |
Average Traffic Volume: | |
Time of Day: | All |
If countermeasure is intersection-based | |
Intersection Type: | Not specified |
Intersection Geometry: | 3-leg |
Traffic Control: | Stop-controlled |
Major Road Traffic Volume: | Minimum of 3475 to Maximum of 18025 Annual Average Daily Traffic (AADT) |
Minor Road Traffic Volume: | Minimum of 972 to Maximum of 6829 Annual Average Daily Traffic (AADT) |
Average Major Road Volume : | 8228 Annual Average Daily Traffic (AADT) |
Average Minor Road Volume : | 3724 Annual Average Daily Traffic (AADT) |
Development Details | |
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Date Range of Data Used: | 1992 to 2012 |
Municipality: | |
State: | NC |
Country: | |
Type of Methodology Used: | Before/after using empirical Bayes or full Bayes |
Sample Size (crashes): | 95 crashes before, 42 crashes after |
Sample Size (sites): | 17 sites before, 17 sites after |
Sample Size (site-years): | 85 site-years before, 83 site-years after |