CMF / CRF Details

CMF ID: 11234

Implement transit signal priority

Description: Transit signal priority (TSP) is a type of transit preferential treatment implemented at signalized intersections to reduce (bus or urban rail) transit delays by providing extended or early green time 3 to transit vehicles in operation.

Prior Condition:  Transit Corridors without Transit Signal Priority

Category: Transit

Study: Quantifying the Safety Benefits of Transit Signal Priority Using Full Bayes Before–After Study, Ali et al., 2022

 
Star Quality Rating:4 Stars  [View score details]
Rating Points Total:125
Crash Modification Factor (CMF)
Value:0.92
Adjusted Standard Error:
Unadjusted Standard Error:
Crash Reduction Factor (CRF)
Value:8  (This value indicates a decrease in crashes)
Adjusted Standard Error:
Unadjusted Standard Error:
Applicability
Crash Type:All
Crash Severity:O (property damage only)
Roadway Types:All
Street Type:Two-Way
Minimum Number of Lanes:
Maximum Number of Lanes:
Number of Lanes Direction:Both Directions
Number of Lanes Comment:
Crash Weather:Not specified
Road Division Type:
Minimum Speed Limit:
Maximum Speed Limit:
Speed Unit:mph
Speed Limit Comment:
Area Type:Urban and suburban
Traffic Volume:Minimum of 1600 to Maximum of 41000 Annual Average Daily Traffic (AADT)
Average Traffic Volume:20461 Annual Average Daily Traffic (AADT)
Time of Day:All
If countermeasure is intersection-based
Intersection Type:
Intersection Geometry:
Traffic Control:
Major Road Traffic Volume:
Minor Road Traffic Volume:
Average Major Road Volume :
Average Minor Road Volume :
Development Details
Date Range of Data Used:2014 to 2018
Municipality:Seminole County and Orange County
State:FL
Country:USA
Type of Methodology Used:
Other Details
Included in Highway Safety Manual?No
Date Added to Clearinghouse:Dec 06, 2022
Comments:The number of Crashes by Year for Treatment Corridors is presented in Table 3 in the paper. However, there is no information regarding the Before and After periods for each Treatment Corridor leading to the number of crashes in the Before and After being recorded as unknown. The AADT data presented here is for the Year 2018 (also available in Table 3 in the paper).