CMF / CRF Details

CMF ID: 3038

Convert balanced lane configuration to unbalanced lane configuration at one-lane exit

Description:

Prior Condition:  No Prior Condition(s)

Category: Interchange design

Study: Identifying Crash Distributions and Prone Locations by Lane Groups at Freeway Diverge Areas, Chen et al., 2011

 
Star Quality Rating:4 Stars  [View score details]
Rating Points Total:115
Crash Modification Factor (CMF)
Value:1.43
Adjusted Standard Error:
Unadjusted Standard Error:0.1
Crash Reduction Factor (CRF)
Value:-43  (This value indicates an increase in crashes)
Adjusted Standard Error:
Unadjusted Standard Error:10
Applicability
Crash Type:All
Crash Severity:All
Roadway Types:Principal Arterial Other Freeways and Expressways
Street Type:
Minimum Number of Lanes:2
Maximum Number of Lanes:5
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 18800 to Maximum of 291000 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:USA
Type of Methodology Used:Regression cross-section
Sample Size (crashes):248 crashes
Other Details
Included in Highway Safety Manual?No
Date Added to Clearinghouse:Jul 15, 2011
Comments: