CMF / CRF Details

CMF ID: 3000

Convert a 3-leg unsignalized intersection at a driveway to a regular 3-leg unsignalized intersection

Description: Convert a 3-leg unsignalized intersection at a driveway to a regular 3-leg unsignalized intersection (i.e., not at a driveway)

Prior Condition:  unsignalized 3-leg intersection at a driveway

Category: Access management

Study: The Group Least Absolute Shrinkage and Selection Operator "GLASSO" Technique: Application in Variable Selection and Crash Prediction at Unsignalized Intersections, Haleem and Abdel-Aty, 2010

 
Star Quality Rating:3 Stars  [View score details]
Rating Points Total:95
Crash Modification Factor (CMF)
Value:1.41
Adjusted Standard Error:
Unadjusted Standard Error:0.1095
Crash Reduction Factor (CRF)
Value:-41  (This value indicates an increase in crashes)
Adjusted Standard Error:
Unadjusted Standard Error:10.95
Applicability
Crash Type:All
Crash Severity:All
Roadway Types:Not Specified
Street Type:
Minimum Number of Lanes:2
Maximum Number of Lanes:8
Number of Lanes Direction:
Number of Lanes Comment:
Crash Weather:Not specified
Road Division Type:All
Minimum Speed Limit:
Maximum Speed Limit:
Speed Unit:
Speed Limit Comment:
Area Type:All
Traffic Volume:
Average Traffic Volume:
Time of Day:All
If countermeasure is intersection-based
Intersection Type:Roadway/roadway (not interchange related)
Intersection Geometry:3-leg
Traffic Control:Stop-controlled
Major Road Traffic Volume:
Minor Road Traffic Volume:
Average Major Road Volume :
Average Minor Road Volume :
Development Details
Date Range of Data Used:2003 to 2006
Municipality:
State:FL
Country:U.S.A.
Type of Methodology Used:Regression cross-section
Sample Size (sites):1735 sites
Other Details
Included in Highway Safety Manual?No
Date Added to Clearinghouse:Jul 15, 2011
Comments: