CMF / CRF Details
CMF ID: 5515
Decrease median width from 64ft to 22ft
Description: Decrease median width from 64ft to 22ft
Prior Condition: 64 ft wide median
Category: Access management
Study: Using multivariate adaptive regression splines (MARS) to develop crash modification factors for urban freeway interchange influence areas, Haleem et al., 2013
Star Quality Rating: | [View score details] |
Rating Points Total: | 115 |
Crash Modification Factor (CMF) | |
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Value: | 4.184 |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 0.434 |
Crash Reduction Factor (CRF) | |
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Value: | -318.4 (This value indicates an increase in crashes) |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 43.4 |
Applicability | |
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Crash Type: | Sideswipe |
Crash Severity: | All |
Roadway Types: | Principal Arterial Other Freeways and Expressways |
Street Type: | |
Minimum Number of Lanes: | 4 |
Maximum Number of Lanes: | |
Number of Lanes Direction: | |
Number of Lanes Comment: | 4 - 6+ Lanes |
Crash Weather: | Not specified |
Road Division Type: | Divided by Median |
Minimum Speed Limit: | |
Maximum Speed Limit: | |
Speed Unit: | |
Speed Limit Comment: | |
Area Type: | Urban |
Traffic Volume: | Minimum of 5700 to Maximum of 309000 Annual Average Daily Traffic (AADT) |
Average Traffic Volume: | 95338 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: | 2007 to 2010 |
Municipality: | |
State: | FL |
Country: | USA |
Type of Methodology Used: | Regression cross-section |
Sample Size (crashes): | 5821 crashes |
Other Details | |
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Included in Highway Safety Manual? | No |
Date Added to Clearinghouse: | Apr 30, 2014 |
Comments: | CMF for urban freeway interchange areas |