CMF / CRF Details
CMF ID: 8109
Upgrade existing markings to wet-reflective pavement markings
Description: This strategy involves upgrading existing markings from standard marking materials to wet-reflective markings applied as paint, tape, or thermoplastic material.
Prior Condition: Standard pavement markings
Category: Delineation
Study: Safety Evaluation of Wet Reflective Pavement Markers, Lyon et al., 2015
Star Quality Rating: | [View score details] |
Rating Points Total: | 130 |
Crash Modification Factor (CMF) | |
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Value: | 0.825 |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 0.051 |
Crash Reduction Factor (CRF) | |
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Value: | 17.5 (This value indicates a decrease in crashes) |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 5.1 |
Applicability | |
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Crash Type: | All |
Crash Severity: | All |
Roadway Types: | Not specified |
Street Type: | |
Minimum Number of Lanes: | 3 |
Maximum Number of Lanes: | |
Number of Lanes Direction: | Both Directions |
Number of Lanes Comment: | Multi Lane |
Crash Weather: | Not specified |
Road Division Type: | |
Minimum Speed Limit: | |
Maximum Speed Limit: | |
Speed Unit: | |
Speed Limit Comment: | |
Area Type: | |
Traffic Volume: | Minimum of 1353 to Maximum of 25381 Annual Average Daily Traffic (AADT) |
Average Traffic Volume: | 7274 Annual Average Daily Traffic (AADT) |
Time of Day: | |
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: | 2003 to 2012 |
Municipality: | |
State: | WI |
Country: | |
Type of Methodology Used: | Before/after using empirical Bayes or full Bayes |
Sample Size (crashes): | 460 crashes after |
Sample Size (miles): | 121 miles before, 121 miles after |
Sample Size (miles): | 551 mile-years before, 226 mile-years after |