CMF / CRF Details

CMF ID: 6864

Widen Narrow Pavement

Description: Widen narrow pavement through wider lanes and/or shoulders

Prior Condition:  Total pavement width of 18 to 22 ft

Category: Roadway

Study: Empirical Bayes Before-After Study on Safety Effect of Narrow Pavement Widening Projects in Texas, Wu et al., 2015

 
Star Quality Rating:4 Stars  [View score details]
Rating Points Total:120
Crash Modification Factor (CMF)
Value:0.446
Adjusted Standard Error:
Unadjusted Standard Error:0.154
Crash Reduction Factor (CRF)
Value:55.4  (This value indicates a decrease in crashes)
Adjusted Standard Error:
Unadjusted Standard Error:15.4
Applicability
Crash Type:Head on
Crash Severity:All
Roadway Types:Not specified
Street Type:
Minimum Number of Lanes:2
Maximum Number of Lanes:2
Number of Lanes Direction:
Number of Lanes Comment:
Crash Weather:Not specified
Road Division Type:Undivided
Minimum Speed Limit:
Maximum Speed Limit:
Speed Unit:
Speed Limit Comment:
Area Type:Rural
Traffic Volume:Minimum of 487 to Maximum of 7417 Annual Average Daily Traffic (AADT)
Average Traffic Volume:2573 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:2003 to 2012
Municipality:
State:TX
Country:USA
Type of Methodology Used:Before/after using empirical Bayes or full Bayes
Sample Size (crashes):22 crashes before, 10 crashes after
Sample Size (sites):22 sites before, 22 sites after
Sample Size (site-years):91.67 site-years before, 99 site-years after
Sample Size (miles):77.88 miles before, 77.88 miles after
Sample Size (miles):324.5 mile-years before, 350.5 mile-years after
Other Details
Included in Highway Safety Manual?No
Date Added to Clearinghouse:Nov 01, 2015
Comments:This CMF applies to narrow pavements, with an initial condition of 9 to 11 foot travel lanes and no shoulder. The after condition consists of additional lane width and/or a narrow shoulder to increase the directional width by 1 to 9 ft.