CMF / CRF Details

CMF ID: 7271

Resurface pavement with groove pavement (GP)

Description: Resurface with groove pavement (GP)

Prior Condition:  No grooving

Category: Roadway

Study: Development of Crash Modification Factors of Alignment Elements and Safety Countermeasures for Korean Freeways, Choi et al., 2015

 
Star Quality Rating:3 Stars  [View score details]
Rating Points Total:100
Crash Modification Factor (CMF)
Value:0.891
Adjusted Standard Error:
Unadjusted Standard Error:0.423
Crash Reduction Factor (CRF)
Value:10.9  (This value indicates a decrease in crashes)
Adjusted Standard Error:
Unadjusted Standard Error:42.3
Applicability
Crash Type:All
Crash Severity:All
Roadway Types:Principal Arterial Other Freeways and Expressways
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:
Minimum Speed Limit:
Maximum Speed Limit:
Speed Unit:
Speed Limit Comment:
Area Type:
Traffic Volume:Minimum of 31000 to Maximum of 45000 Annual Average Daily Traffic (AADT)
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:2001 to 2008
Municipality:
State:notusa
Country:Korea
Type of Methodology Used:Before/after using empirical Bayes or full Bayes
Sample Size (crashes):43 crashes before, 25 crashes after
Other Details
Included in Highway Safety Manual?No
Date Added to Clearinghouse:Nov 01, 2015
Comments:AADT range is for freeways in the reference group.