CMF / CRF Details

CMF ID: 309

Convert stop control to yield control

Description:

Prior Condition:  No Prior Condition(s)

Category: Intersection traffic control

Study: NCHRP Report 320: Guidelines for Converting Stop to Yield Control at Intersections, McGee and Blankenship, 1989

 
Star Quality Rating:1 Star  [View score details]
Rating Points Total:30
Crash Modification Factor (CMF)
Value:2.27
Adjusted Standard Error:1.26
Unadjusted Standard Error:0.7
Crash Reduction Factor (CRF)
Value:-127  (This value indicates an increase in crashes)
Adjusted Standard Error:126
Unadjusted Standard Error:70
Applicability
Crash Type:All
Crash Severity:All
Roadway Types:Not specified
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:
Maximum Speed Limit:
Speed Unit:
Speed Limit Comment:
Area Type:Urban and Suburban
Traffic Volume:
Average Traffic Volume:
Time of Day:
If countermeasure is intersection-based
Intersection Type:Roadway/roadway (not interchange related)
Intersection Geometry:4-leg
Traffic Control:Stop-controlled
Major Road Traffic Volume:
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Average Major Road Volume :
Average Minor Road Volume :
Development Details
Date Range of Data Used:
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Country:
Type of Methodology Used:Simple before/after
Other Details
Included in Highway Safety Manual?No
Date Added to Clearinghouse:Dec 01, 2009
Comments: