CMF / CRF Details
CMF ID: 10613
Improve Curve Delineation
Description: Treatments can include new chevrons, horizontal arrows, and advance warning signs as well as the improvement of existing signs using fluorescent yellow sheeting.
Prior Condition: No Prior Condition(s)
Category: Signs
Study: Safety Evaluation of Improved Curve Delineation, Srinivasan et al., 2009
Star Quality Rating: | [View score details] |
Rating Points Total: | 140 |
Crash Modification Factor (CMF) | |
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Value: | 0.725 |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 0.073 |
Crash Reduction Factor (CRF) | |
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Value: | 27.5 (This value indicates a decrease in crashes) |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 7.3 |
Applicability | |
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Crash Type: | Non-intersection |
Crash Severity: | All |
Roadway Types: | All |
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: | Undivided |
Minimum Speed Limit: | |
Maximum Speed Limit: | |
Speed Unit: | |
Speed Limit Comment: | |
Area Type: | Rural |
Traffic Volume: | Minimum of 354 to Maximum of 20479 Annual Average Daily Traffic (AADT) |
Average Traffic Volume: | |
Time of Day: | Night |
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 | |
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Date Range of Data Used: | 1993 to 2007 |
Municipality: | |
State: | CT,WA |
Country: | |
Type of Methodology Used: | Before/after using empirical Bayes or full Bayes |
Sample Size (crashes): | 302 crashes before, 176 crashes after |
Sample Size (sites): | 228 sites before, 228 sites after |
Other Details | |
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Included in Highway Safety Manual? | No |
Date Added to Clearinghouse: | Jan 01, 1970 |
Comments: |