CMF / CRF Details
Install centerline rumble strips
Countermeasure ID: 10372
Description:
Prior Condition: No centerline Rumble strip
Category: Roadway
Study: Investigating Safety Impact of Center Line Rumble Strips, Lane Conversion, Roundabout and J-Turn Features on Louisiana Highways, Sun and Rahman, 2019
| Crash Modification Factor (CMF) |
|---|
| Value: | 0.831 |
| Adjusted Standard Error: | |
| Unadjusted Standard Error: | 0.016 |
| Crash Reduction Factor (CRF) |
|---|
| Value: | 16.9 (This value indicates a decrease in crashes) |
| Adjusted Standard Error: | |
| Unadjusted Standard Error: | 1.6 |
| Applicability |
|---|
| 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 240 to Maximum of 18633 Annual Average Daily Traffic (AADT) |
| Average Traffic Volume: | 3337 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 |
|---|
| Date Range of Data Used: | 2007 to 2015 |
| Municipality: | |
| State: | LA |
| Country: | USA |
| Type of Methodology Used: | Before/after using empirical Bayes or full Bayes |
| Sample Size (crashes): | 5829 crashes before, 4950 crashes after |
| Sample Size (sites): | 281 sites before, 281 sites after |
| Sample Size (miles): | 1865.33 miles before, 1865.33 miles after |
| Other Details |
|---|
| Included in Highway Safety Manual? | No |
| Date Added to Clearinghouse: | Jun 01, 2020 |
| Comments: | |