CMF / CRF Details

CMF ID: 7445

Modify spacing between entrance and exit ramps from S1 (ft) to S2 (ft)

Description:

Prior Condition:  No Prior Condition(s)

Category: Interchange design

Study: Guidelines for Ramp and Interchange Spacing, Ray et al., 2011

 
Star Quality Rating:1 Star  [View score details]
Rating Points Total:0
Crash Modification Factor (CMF)
Value:Equation
Adjusted Standard Error:
Unadjusted Standard Error:
Crash Reduction Factor (CRF)
Value:
Adjusted Standard Error:
Unadjusted Standard Error:
Applicability
Crash Type:All
Crash Severity:K (fatal),A (serious injury),B (minor injury),C (possible injury)
Roadway Types:Principal Arterial Other Freeways and Expressways
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:
Minimum Speed Limit:
Maximum Speed Limit:
Speed Unit:
Speed Limit Comment:
Area Type:
Traffic Volume:Minimum of 15928 to Maximum of 104079 Annual Average Daily Traffic (AADT)
Average Traffic Volume:
Time of Day:
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:2005 to 2007
Municipality:
State:WA
Country:
Type of Methodology Used:Regression cross-section
Sample Size (crashes):1783 crashes
Other Details
Included in Highway Safety Manual?No
Date Added to Clearinghouse:Jun 22, 2015
Comments:ADT range on ramps was 100 to 31,000.