CMF / CRF Details

CMF ID: 9301

Resurface pavement

Description:

Prior Condition:  No Prior Condition(s)

Category: Roadway

Study: Time series trends of the safety effects of pavement resurfacing, Park et al., 2017

 
Star Quality Rating:3 Stars  [View score details]
Rating Points Total:85
Crash Modification Factor (CMF)
Value:1.023
Adjusted Standard Error:
Unadjusted Standard Error:0.086
Crash Reduction Factor (CRF)
Value:-2.3  (This value indicates an increase in crashes)
Adjusted Standard Error:
Unadjusted Standard Error:8.6
Applicability
Crash Type:All
Crash Severity:All
Roadway Types:Principal Arterial Other
Street Type:
Minimum Number of Lanes:1
Maximum Number of Lanes:4
Number of Lanes Direction:
Number of Lanes Comment:
Crash Weather:Not specified
Road Division Type:
Minimum Speed Limit:25
Maximum Speed Limit:65
Speed Unit:mph
Speed Limit Comment:
Area Type:Urban
Traffic Volume:Minimum of 2100 to Maximum of 40500 Annual Average Daily Traffic (AADT)
Average Traffic Volume:8659 Annual Average Daily Traffic (AADT)
Time of Day:Not specified
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:2004 to 2013
Municipality:
State:FL
Country:USA
Type of Methodology Used:Before/after using comparison group
Sample Size (crashes):1157 crashes before
Sample Size (sites):195 sites before, 195 sites after
Sample Size (miles):115.44 miles before, 115.44 miles after
Other Details
Included in Highway Safety Manual?No
Date Added to Clearinghouse:Jun 17, 2018
Comments:Third year after treatment implementation