CMF / CRF Details

CMF ID: 2465

Single-lane entrance ramp and two-lane exit ramp with continuous auxiliary lane vs. single-lane entrance and exit ramps with continuous auxiliary lane

Description: Arrangement has continuous auxiliary lane between entrance and exit ramps, and exit ramp has two lanes.

Prior Condition:  No Prior Condition(s)

Category: Interchange design

Study: Evaluation of the Safety Effects of Lane Arrangements on Freeway Segments with Closely Spaced Entrance and Exit Ramps, Liu et al., 2010

 
Star Quality Rating:4 Stars  [View score details]
Rating Points Total:110
Crash Modification Factor (CMF)
Value:2.13
Adjusted Standard Error:
Unadjusted Standard Error:0.49
Crash Reduction Factor (CRF)
Value:-113.3  (This value indicates an increase in crashes)
Adjusted Standard Error:
Unadjusted Standard Error:48.6
Applicability
Crash Type:All
Crash Severity:All
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:55
Maximum Speed Limit:70
Speed Unit:mph
Speed Limit Comment:
Area Type:
Traffic Volume:Minimum of 28500 to Maximum of 282000 Average Daily Traffic (ADT)
Average Traffic Volume:
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:2004 to 2006
Municipality:
State:FL
Country:
Type of Methodology Used:Regression cross-section
Other Details
Included in Highway Safety Manual?No
Date Added to Clearinghouse:Aug 11, 2010
Comments: