CMF / CRF Details

CMF ID: 9658

Convert at-grade intersections to Diverging Diamond Interchanges

Description:

Prior Condition:  At-grade signalized intersections

Category: Interchange design

Study: Safety Evaluation of Diverging Diamond Interchanges Design for Intersections in Minnesota, Walls et al., 2018

 
Star Quality Rating:3 Stars  [View score details]
Rating Points Total:85
Crash Modification Factor (CMF)
Value:0.42
Adjusted Standard Error:
Unadjusted Standard Error:
Crash Reduction Factor (CRF)
Value:58  (This value indicates a decrease in crashes)
Adjusted Standard Error:
Unadjusted Standard Error:
Applicability
Crash Type:All
Crash Severity:All
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:Divided by Median
Minimum Speed Limit:
Maximum Speed Limit:
Speed Unit:
Speed Limit Comment:
Area Type:
Traffic Volume:
Average Traffic Volume:
Time of Day:All
If countermeasure is intersection-based
Intersection Type:Not specified
Intersection Geometry:4-leg
Traffic Control:Signalized
Major Road Traffic Volume:Minimum of 28000 to Maximum of 40000 Annual Average Daily Traffic (AADT)
Minor Road Traffic Volume:Minimum of 3000 to Maximum of 18000 Annual Average Daily Traffic (AADT)
Average Major Road Volume :33638 Annual Average Daily Traffic (AADT)
Average Minor Road Volume :11088 Annual Average Daily Traffic (AADT)
Development Details
Date Range of Data Used:2006 to 2015
Municipality:
State:MN
Country:
Type of Methodology Used:Before/after using empirical Bayes or full Bayes
Sample Size (crashes):304 crashes before, 37 crashes after
Other Details
Included in Highway Safety Manual?No
Date Added to Clearinghouse:Oct 27, 2018
Comments: