CMF / CRF Details

CMF ID: 1988

Improve pavement distress from PSI of X to Y

Description: Improve pavement distress, represented by present serviceability index (PSI).

Prior Condition:  divided median interstate with ashphalt pavement

Category: Roadway

Study: Effects of Asphalt Pavement Conditions on Traffic Accidents in Tennessee Utilizing Pavement Management System, Chan et al., 2009

 
Star Quality Rating:3 Stars  [View score details]
Rating Points Total:95
Crash Modification Factor (CMF)
Value:Equation
Adjusted Standard Error:
Unadjusted Standard Error:
Crash Reduction Factor (CRF)
Value:Equation
Adjusted Standard Error:
Unadjusted Standard Error:
Applicability
Crash Type:All
Crash Severity:All
Roadway Types:Principal Arterial Interstate
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:Divided by Median
Minimum Speed Limit:55
Maximum Speed Limit:55
Speed Unit:mph
Speed Limit Comment:
Area Type:Urban
Traffic Volume:Minimum of 19045 to Maximum of 166683 Average Daily Traffic (ADT)
Average Traffic Volume:
Time of Day:Night
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:2006 to 2006
Municipality:Knoxville, Memphis, Nashville, Chattanooga
State:TN
Country:
Type of Methodology Used:Regression cross-section
Sample Size (miles):110 miles
Other Details
Included in Highway Safety Manual?No
Date Added to Clearinghouse:Dec 01, 2009
Comments: