CMF / CRF Details

CMF ID: 10281

Resurface pavement

Description:

Prior Condition:  No Prior Condition(s)

Category: Roadway

Study: Evaluating Safety Effectiveness of Surface Treatment at Signalised Intersections: A Before and After Study, Hussein, N.A. and R.A. Hassan., 2018

 
Star Quality Rating:5 Stars  [View score details]
Rating Points Total:145
Crash Modification Factor (CMF)
Value:0.847
Adjusted Standard Error:
Unadjusted Standard Error:0.056
Crash Reduction Factor (CRF)
Value:15.3  (This value indicates a decrease in crashes)
Adjusted Standard Error:
Unadjusted Standard Error:5.6
Applicability
Crash Type:All
Crash Severity:K (fatal),A (serious injury)
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:
Minimum Speed Limit:
Maximum Speed Limit:
Speed Unit:
Speed Limit Comment:
Area Type:Urban and suburban
Traffic Volume:
Average Traffic Volume:
Time of Day:All
If countermeasure is intersection-based
Intersection Type:Roadway/roadway (not interchange related)
Intersection Geometry:3-leg,4-leg
Traffic Control:Signalized
Major Road Traffic Volume:Minimum of 1600 to Maximum of 27136 Annual Average Daily Traffic (AADT)
Minor Road Traffic Volume:
Average Major Road Volume :12865 Annual Average Daily Traffic (AADT)
Average Minor Road Volume :
Development Details
Date Range of Data Used:2005 to 2010
Municipality:Melbourne
State:notusa
Country:Australia
Type of Methodology Used:Before/after using empirical Bayes or full Bayes
Sample Size (crashes):395 crashes before, 341 crashes after
Sample Size (sites):136 sites before, 136 sites after
Other Details
Included in Highway Safety Manual?No
Date Added to Clearinghouse:Dec 07, 2019
Comments: