CMF / CRF Details

CMF ID: 383

Modify change plus clearance interval to ITE 1985 Proposed Recommended Practice

Description:

Prior Condition:  No Prior Condition(s)

Category: Intersection traffic control

Study: Changes in Crash Risk Following Re-Timing of Traffic Signal Change Intervals, Retting, R.A. and Chapline, J.F., 2002

 
Star Quality Rating:2 Stars  [View score details]
Rating Points Total:60
Crash Modification Factor (CMF)
Value:0.63
Adjusted Standard Error:
Unadjusted Standard Error:0.16
Crash Reduction Factor (CRF)
Value:37  (This value indicates a decrease in crashes)
Adjusted Standard Error:
Unadjusted Standard Error:16
Applicability
Crash Type:Vehicle/bicycle,Vehicle/pedestrian
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:Not Specified
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:Signalized
Major Road Traffic Volume:
Minor Road Traffic Volume:
Average Major Road Volume :
Average Minor Road Volume :
Development Details
Date Range of Data Used:
Municipality:
State:
Country:
Type of Methodology Used:Simple before/after
Other Details
Included in Highway Safety Manual?Yes. HSM lists this CMF in italics font to indicate that it has a lower reliability than bold font CMFs since it has an adjusted standard error of 0.2 to 0.3.
Date Added to Clearinghouse:Dec 01, 2009
Comments:Countermeasure name changed from "retiming signal change intervals to ITE standards" to match HSM