CMF / CRF Details
Replace permissive with protected
Countermeasure ID: 2252
Description:
Prior Condition: No Prior Condition(s)
Category: Intersection traffic control
Study: Evaluation of the Safety Effectiveness of Selected Treatments at Urban Signalized Intersections, Srinivasan et al., 2008
| Crash Modification Factor (CMF) |
|---|
| Value: | 0.021 |
| Adjusted Standard Error: | |
| Unadjusted Standard Error: | 0.021 |
| Crash Reduction Factor (CRF) |
|---|
| Value: | 97.9 (This value indicates a decrease in crashes) |
| Adjusted Standard Error: | |
| Unadjusted Standard Error: | 2.1 |
| Applicability |
|---|
| Crash Type: | Angle |
| Crash Severity: | All |
| 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: | Urban |
| Traffic Volume: | |
| Average Traffic Volume: | |
| Time of Day: | All |
| If countermeasure is intersection-based |
| Intersection Type: | |
| Intersection Geometry: | |
| Traffic Control: | Signalized |
| Major Road Traffic Volume: | |
| Minor Road Traffic Volume: | |
| Average Major Road Volume : | |
| Average Minor Road Volume : | |
| Development Details |
|---|
| Date Range of Data Used: | 1990 to 2004 |
| Municipality: | |
| State: | NC |
| Country: | |
| Type of Methodology Used: | Before/after using empirical Bayes or full Bayes |
| Sample Size (site-years): | 112 site-years before, 112 site-years after |
| Other Details |
|---|
| Included in Highway Safety Manual? | No |
| Date Added to Clearinghouse: | Dec 01, 2009 |
| Comments: | |
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