CMF / CRF Details
CMF ID: 6910
Increase Median Width
Description: Increase median width
Prior Condition: Traversable median of unspecified width
Category: Roadside
Study: NCHRP Report 794: Median Cross-Section Design for Rural Divided Highways, Graham et al., 2014
Star Quality Rating: | [View score details] |
Rating Points Total: | 50 |
Crash Modification Factor (CMF) | |
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Value: | 0.995 |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 0.003 |
Crash Reduction Factor (CRF) | |
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Value: | 0.5 (This value indicates a decrease in crashes) |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 0.3 |
Applicability | |
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Crash Type: | Other |
Crash Severity: | All |
Roadway Types: | Principal Arterial Other Freeways and Expressways |
Street Type: | |
Minimum Number of Lanes: | 6 |
Maximum Number of Lanes: | 6 |
Number of Lanes Direction: | |
Number of Lanes Comment: | |
Crash Weather: | Not specified |
Road Division Type: | Divided by Median |
Minimum Speed Limit: | |
Maximum Speed Limit: | |
Speed Unit: | |
Speed Limit Comment: | |
Area Type: | Rural |
Traffic Volume: | |
Average Traffic Volume: | |
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: | 2000 to 2006 |
Municipality: | |
State: | CA,NC,OH,PA,WA |
Country: | USA |
Type of Methodology Used: | Regression cross-section |
Sample Size (miles): | 102 miles |