CMF / CRF Details

CMF ID: 8497

Change right-turn lane geometry to increase line of sight (intersection level)

Description: Changes made to study approaches include: sharpening the flat approach angle typical in the traditional design, reducing the radius, adjusting the stop/yield bar position, and/or modifying the corner island to improve safety by increasing the line of sight of approaching through traffic.

Prior Condition:  Traditional right-turn lane design

Category: Intersection geometry

Study: Effectiveness Evaluation of a Modified Right-Turn Lane Design at Intersections, Schattler et al., 2016

 
Star Quality Rating:4 Stars  [View score details]
Rating Points Total:115
Crash Modification Factor (CMF)
Value:0.564
Adjusted Standard Error:
Unadjusted Standard Error:0.161
Crash Reduction Factor (CRF)
Value:43.6  (This value indicates a decrease in crashes)
Adjusted Standard Error:
Unadjusted Standard Error:16.14
Applicability
Crash Type:All
Crash Severity:K (fatal),A (serious injury),B (minor injury),C (possible injury)
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:
Minimum Speed Limit:25
Maximum Speed Limit:45
Speed Unit:mph
Speed Limit Comment:
Area Type:
Traffic Volume:
Average Traffic Volume:
Time of Day:
If countermeasure is intersection-based
Intersection Type:Other
Intersection Geometry:3-leg,4-leg
Traffic Control:Other
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 2014
Municipality:
State:IL
Country:
Type of Methodology Used:Before/after using empirical Bayes or full Bayes
Sample Size (crashes):64 crashes before, 39 crashes after
Sample Size (sites):6 sites before, 6 sites after
Sample Size (site-years):18 site-years before, 18 site-years after
Other Details
Included in Highway Safety Manual?No
Date Added to Clearinghouse:Mar 13, 2017
Comments:Authors indicate that this CMF should be used with caution, since improvements were made to other approaches. Intersection AADT ranges from 15,558 to 29,992. CMF applies to both stop-controlled and signalized intersections. Roadway/roadway both interchange and not-interchange related.