CMF / CRF Details

CMF ID: 10622

Install adaptive traffic signal control

Description: ATSC is a traffic management strategy in which traffic signal timings change, or adapt, based on observed traffic demand. These systems utilize increased detection to continually collect data on observed demand, and signal timings are then re-optimized based on current data.

Prior Condition:  Intersections with Regular Traffic Signals

Category: Intersection traffic control

Study: Crash Modification Factors for Adaptive Traffic Signal Control: An Empirical Bayes Before-After Study, Tang et al., 2020

 
Star Quality Rating:3 Stars  [View score details]
Rating Points Total:100
Crash Modification Factor (CMF)
Value:0.986
Adjusted Standard Error:
Unadjusted Standard Error:0.033
Crash Reduction Factor (CRF)
Value:1.4  (This value indicates a decrease in crashes)
Adjusted Standard Error:
Unadjusted Standard Error:3.3
Applicability
Crash Type:Rear end
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:
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,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:2005 to 2018
Municipality:
State:PA
Country:
Type of Methodology Used:Before/after using empirical Bayes or full Bayes
Sample Size (crashes):1411 crashes after
Other Details
Included in Highway Safety Manual?No
Date Added to Clearinghouse:Feb 25, 2021
Comments:This CMF is for intersections along the ATSC corridors only.