CMF / CRF Details
CMF ID: 10304
Install guiderail with delineators
Description:
Prior Condition: No Prior Condition(s)
Category: Roadside
Study: Reducing Roadway Departure Crashes at Horizontal Curve Sections on Two-lane Rural Highways, Donnell et al., 2019
Star Quality Rating: | [View score details] |
Rating Points Total: | 80 |
Crash Modification Factor (CMF) | |
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Value: | 0.971 |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 0.122 |
Crash Reduction Factor (CRF) | |
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Value: | 2.9 (This value indicates a decrease in crashes) |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 12.2 |
Applicability | |
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Crash Type: | All |
Crash Severity: | All |
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: | Undivided |
Minimum Speed Limit: | |
Maximum Speed Limit: | |
Speed Unit: | |
Speed Limit Comment: | |
Area Type: | Rural |
Traffic Volume: | Minimum of 945 to Maximum of 15007 Annual Average Daily Traffic (AADT) |
Average Traffic Volume: | 3942 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 | |
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Date Range of Data Used: | 2009 to 2013 |
Municipality: | |
State: | PA |
Country: | |
Type of Methodology Used: | Regression cross-section |
Sample Size (crashes): | 181 crashes |
Sample Size (sites): | 101 sites |
Sample Size (miles): | 19.09 miles |
Other Details | |
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Included in Highway Safety Manual? | No |
Date Added to Clearinghouse: | Mar 23, 2020 |
Comments: | This CMF is for crashes on Horizontal Curves. |