CMF / CRF Details

CMF ID: 9107

Convert diamond interchange to Diverging Diamond Interchange (DDI) or Double Crossover Diamond (DCD)

Description: Convert a diamond interchange to a Diverging Diamond Interchange (DDI) or a Double Crossover Diamond (DCD)

Prior Condition:  Conventional diamond interchange

Category: Interchange design

Study: When driving on the left side is safe: Safety of the diverging diamond interchange ramp terminals, Claros et al., 2017

 
Star Quality Rating:3 Stars  [View score details]
Rating Points Total:95
Crash Modification Factor (CMF)
Value:0.625
Adjusted Standard Error:
Unadjusted Standard Error:0.037
Crash Reduction Factor (CRF)
Value:37.5  (This value indicates a decrease in crashes)
Adjusted Standard Error:
Unadjusted Standard Error:3.7
Applicability
Crash Type:All
Crash Severity:All
Roadway Types:All
Street Type:
Minimum Number of Lanes:3
Maximum Number of Lanes:
Number of Lanes Direction:Both Directions
Number of Lanes Comment:Multi Lane
Crash Weather:Not specified
Road Division Type:
Minimum Speed Limit:35
Maximum Speed Limit:45
Speed Unit:mph
Speed Limit Comment:35 - 45 mph on Crossroad
Area Type:Urban
Traffic Volume:
Average Traffic Volume:
Time of Day:Not specified
If countermeasure is intersection-based
Intersection Type:Roadway/roadway (interchange ramp terminal)
Intersection Geometry:4-leg
Traffic Control:
Major Road Traffic Volume:
Minor Road Traffic Volume:Minimum of 17000 to Maximum of 38000 Annual Average Daily Traffic (AADT)
Average Major Road Volume :
Average Minor Road Volume :
Development Details
Date Range of Data Used:
Municipality:
State:MO
Country:
Type of Methodology Used:Before/after using empirical Bayes or full Bayes
Sample Size (crashes):400 crashes after
Sample Size (sites):18 sites after
Other Details
Included in Highway Safety Manual?No
Date Added to Clearinghouse:Jan 17, 2018
Comments:This CMF applies to the ramp terminals.