CMF / CRF Details

CMF ID: 9033

Install transverse rumble strips on stop controlled approaches in rural areas

Description:

Prior Condition:  No transverse rumble strips

Category: Roadway

Study: Advancing Innovating Intersection Safety Treatments for Two-Lane Rural Highways, Torbic et al., 2015

 
Star Quality Rating:3 Stars  [View score details]
Rating Points Total:90
Crash Modification Factor (CMF)
Value:0.63
Adjusted Standard Error:
Unadjusted Standard Error:0.2
Crash Reduction Factor (CRF)
Value:37  (This value indicates a decrease in crashes)
Adjusted Standard Error:
Unadjusted Standard Error:20
Applicability
Crash Type:All
Crash Severity:K (fatal),A (serious injury),B (minor injury),C (possible injury)
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:
Average Traffic Volume:
Time of Day:All
If countermeasure is intersection-based
Intersection Type:Roadway/roadway (not interchange related)
Intersection Geometry:3-leg
Traffic Control:Stop-controlled
Major Road Traffic Volume:Minimum of 245 to Maximum of 11700 Annual Average Daily Traffic (AADT)
Minor Road Traffic Volume:Minimum of 110 to Maximum of 7000 Annual Average Daily Traffic (AADT)
Average Major Road Volume :
Average Minor Road Volume :
Development Details
Date Range of Data Used:
Municipality:
State:MO,ND,OR
Country:
Type of Methodology Used:Before/after using empirical Bayes or full Bayes
Sample Size (crashes):12 crashes before, 11 crashes after
Sample Size (sites):25 sites before, 25 sites after
Sample Size (site-years):123 site-years before, 92 site-years after
Other Details
Included in Highway Safety Manual?No
Date Added to Clearinghouse:Jan 17, 2018
Comments: