CMF / CRF Details

CMF ID: 10642

Install wider longitudinal pavement markings

Description:

Prior Condition:  4 in. wide longitudinal pavement markings

Category: Delineation

Study: Investigating Safety Effects of Wider Longitudinal Pavement Markings, Hussein et al., 2020

 
Star Quality Rating:5 Stars  [View score details]
Rating Points Total:140
Crash Modification Factor (CMF)
Value:0.889
Adjusted Standard Error:
Unadjusted Standard Error:0.052
Crash Reduction Factor (CRF)
Value:11.1  (This value indicates a decrease in crashes)
Adjusted Standard Error:
Unadjusted Standard Error:5.2
Applicability
Crash Type:All
Crash Severity:All
Roadway Types:All
Street Type:
Minimum Number of Lanes:
Maximum Number of Lanes:
Number of Lanes Direction:
Number of Lanes Comment:
Crash Weather:Not specified
Road Division Type:All
Minimum Speed Limit:
Maximum Speed Limit:
Speed Unit:
Speed Limit Comment:
Area Type:Rural
Traffic Volume:
Average Traffic Volume:13248 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:2008 to 2015
Municipality:Alberta
State:notusa
Country:Canada
Type of Methodology Used:Before/after using empirical Bayes or full Bayes
Sample Size (crashes):1460 crashes before, 911 crashes after
Sample Size (sites):23 sites before, 23 sites after
Other Details
Included in Highway Safety Manual?No
Date Added to Clearinghouse:Feb 25, 2021
Comments:The width of longitudinal pavement markings of both edges, the median (for divided highways), and the centerline (for undivided highways) were increased from 100 mm (4 in.) to 150 mm (6 in.).