CMF / CRF Details

CMF ID: 10664

Convert continuous green T-intersections to conventional T-intersections

Description:

Prior Condition:  Continuous Green T-Intersection

Category: Intersection traffic control

Study: Safety Implications of Converting Continuous Green T-Intersections Back to Conventional T-Intersections, Lee et al., 2020

 
Star Quality Rating:4 Stars  [View score details]
Rating Points Total:130
Crash Modification Factor (CMF)
Value:0.665
Adjusted Standard Error:
Unadjusted Standard Error:0.083
Crash Reduction Factor (CRF)
Value:33.5  (This value indicates a decrease in crashes)
Adjusted Standard Error:
Unadjusted Standard Error:8.3
Applicability
Crash Type:All
Crash Severity:All
Roadway Types:All
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:All
Minimum Speed Limit:
Maximum Speed Limit:
Speed Unit:
Speed Limit Comment:
Area Type:Urban and suburban
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:Signalized
Major Road Traffic Volume:
Minor Road Traffic Volume:
Average Major Road Volume :22163 Annual Average Daily Traffic (AADT)
Average Minor Road Volume :5747 Annual Average Daily Traffic (AADT)
Development Details
Date Range of Data Used:2012 to 2017
Municipality:
State:FL
Country:
Type of Methodology Used:Before/after using empirical Bayes or full Bayes
Sample Size (sites):6 sites before, 6 sites after
Sample Size (site-years):12 site-years before, 12 site-years after
Other Details
Included in Highway Safety Manual?No
Date Added to Clearinghouse:Feb 25, 2021
Comments: