CMF / CRF Details
Transverse bar pavement marking at roundabout approaches
Countermeasure ID: 407
Description:
Prior Condition: No Prior Condition(s)
Category: Speed management
Study: A Review of Two Innovative Pavement Patterns that Have Been Developed to Reduce Traffic Speeds and Crashes, Griffin and Reinhardt, 1996
| Crash Modification Factor (CMF) |
|---|
| Value: | 0.53 |
| Adjusted Standard Error: | 0.3 |
| Unadjusted Standard Error: | 0.14 |
| Crash Reduction Factor (CRF) |
|---|
| Value: | 47 (This value indicates a decrease in crashes) |
| Adjusted Standard Error: | 30 |
| Unadjusted Standard Error: | 14 |
| Applicability |
|---|
| Crash Type: | Speed related |
| Crash Severity: | Not specified |
| Roadway Types: | Not specified |
| 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: | |
| Minimum Speed Limit: | |
| Maximum Speed Limit: | |
| Speed Unit: | |
| Speed Limit Comment: | |
| Area Type: | Not specified |
| Traffic Volume: | |
| Average Traffic Volume: | |
| Time of Day: | |
| If countermeasure is intersection-based |
| Intersection Type: | Roadway/roadway (not interchange related) |
| Intersection Geometry: | Not specified |
| Traffic Control: | Roundabout |
| 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: | |
| Municipality: | |
| State: | |
| Country: | |
| Type of Methodology Used: | Simple before/after |
| Other Details |
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| Included in Highway Safety Manual? | No |
| Date Added to Clearinghouse: | Dec 01, 2009 |
| Comments: | |
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