CMF / CRF Details
CMF ID: 10079
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: No Prior Condition(s)
Category: Delineation
Study: Safety Effects of Wet-Weather Pavement Markings, Park et al., 2019
Star Quality Rating: | [View score details] |
Rating Points Total: | 115 |
Crash Modification Factor (CMF) | |
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Value: | 0.836 |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 0.104 |
Crash Reduction Factor (CRF) | |
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Value: | 16.4 (This value indicates a decrease in crashes) |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 10.4 |
Applicability | |
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Crash Type: | Dry weather |
Crash Severity: | K (fatal),A (serious injury),B (minor injury),C (possible injury) |
Roadway Types: | Not specified |
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Minimum Number of Lanes: | |
Maximum Number of Lanes: | |
Number of Lanes Direction: | |
Number of Lanes Comment: | |
Crash Weather: | Dry weather |
Road Division Type: | |
Minimum Speed Limit: | |
Maximum Speed Limit: | |
Speed Unit: | |
Speed Limit Comment: | |
Area Type: | Not specified |
Traffic Volume: | |
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: | |
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Average Minor Road Volume : |
Development Details | |
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Date Range of Data Used: | 2011 to 2017 |
Municipality: | Atlanta District |
State: | TX |
Country: | USA |
Type of Methodology Used: | Before/after using empirical Bayes or full Bayes |
Sample Size (crashes): | 79 crashes after |
Sample Size (sites): | 131 sites before, 131 sites after |
Sample Size (miles): | 629.7 miles before, 629.7 miles after |
Other Details | |
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Included in Highway Safety Manual? | No |
Date Added to Clearinghouse: | Mar 23, 2020 |
Comments: |