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:
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.