CMF / CRF Details

CMF ID: 5566

Install shoulder rumble strips

Description:

Prior Condition:  Two-lane highway without shoulder rumble strips

Category: Shoulder treatments

Study: Potential Crash Reduction Benefits of Shoulder Rumble Strips in Two-Lane Rural Highways, Khan et al., 2014

 
Star Quality Rating:4 Stars  [View score details]
Rating Points Total:110
Crash Modification Factor (CMF)
Value:0.86
Adjusted Standard Error:
Unadjusted Standard Error:0.11
Crash Reduction Factor (CRF)
Value:14  (This value indicates a decrease in crashes)
Adjusted Standard Error:
Unadjusted Standard Error:11
Applicability
Crash Type:Run off road
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:Undivided
Minimum Speed Limit:
Maximum Speed Limit:
Speed Unit:
Speed Limit Comment:
Area Type:Rural
Traffic Volume:Minimum of 545 to Maximum of 7228 Annual Average Daily Traffic (AADT)
Average Traffic Volume:2478 Annual Average Daily Traffic (AADT)
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:2001 to 2009
Municipality:
State:ID
Country:USA
Type of Methodology Used:Before/after using empirical Bayes or full Bayes
Sample Size (crashes):218 crashes before, 92 crashes after
Sample Size (miles):179 miles before, 179 miles after
Sample Size (miles):35263 mile-years before, 19153 mile-years after
Other Details
Included in Highway Safety Manual?No
Date Added to Clearinghouse:Aug 12, 2014
Comments: