CMF / CRF Details

CMF ID: 4943

Safety effects of horizontal curves and tangents at type 1 crest vertical curves – tangents at type 1 crests

Description: Safety effects of horizontal curves and tangents at type 1 crest vertical curves – tangents at type 1 crests

Prior Condition:  Level tangents

Category: Alignment

Study: Safety Effects of Horizontal Curve and Grade Combinations on Rural Two-Lane Highways, Bauer and Harwood, 2014

 
Star Quality Rating:3 Stars  [View score details]
Rating Points Total:75
Crash Modification Factor (CMF)
Value:1
Adjusted Standard Error:
Unadjusted Standard Error:
Crash Reduction Factor (CRF)
Value:0  (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:Not specified
Street Type:
Minimum Number of Lanes:2
Maximum Number of Lanes:2
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:Rural
Traffic Volume:Minimum of 169 to Maximum of 26088 Annual Average Daily Traffic (AADT)
Average Traffic Volume:3105 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:2003 to 2008
Municipality:
State:WA
Country:USA
Type of Methodology Used:Regression cross-section
Sample Size (mile-years):6198 mile-years
Other Details
Included in Highway Safety Manual?No
Date Added to Clearinghouse:Aug 01, 2013
Comments: