CMF / CRF Details

CMF ID: 2258

Improve pavement friction (increase skid resistance)

Description:

Prior Condition:  Increase pavement friction on curves from a SCRIM value of less than 50 to a SCRIM value greater than 60.

Category: Roadway

Study: Effects of pavement friction improvements on crash rates on Spanish two-lane rural roads, Mayora and Pina, 2008

 
Star Quality Rating:3 Stars  [View score details]
Rating Points Total:85
Crash Modification Factor (CMF)
Value:0.52
Adjusted Standard Error:
Unadjusted Standard Error:0.02
Crash Reduction Factor (CRF)
Value:47.7  (This value indicates a decrease in crashes)
Adjusted Standard Error:
Unadjusted Standard Error:1.97
Applicability
Crash Type:Wet road
Crash Severity:K (fatal),A (serious injury),B (minor injury),C (possible injury)
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:Wet road
Road Division Type:Undivided
Minimum Speed Limit:
Maximum Speed Limit:
Speed Unit:
Speed Limit Comment:
Area Type:Rural
Traffic Volume:Minimum of 403 to Maximum of 36372
Average Traffic Volume:
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:1993 to 2002
Municipality:Central and Western Spain
State:notusa
Country:
Type of Methodology Used:Simple before/after
Sample Size (crashes):96 crashes before, 79 crashes after
Other Details
Included in Highway Safety Manual?No
Date Added to Clearinghouse:Jan 01, 1970
Comments: