CMF / CRF Details
CMF ID: 3376
Install centerline rumble strips on tangent sections
Description:
Prior Condition: No centerline rumble strips
Category: Roadway
Study: NCHRP Report 641: Guidance for the Design and Application of Shoulder and Centerline Rumble Strips, Torbic et al., 2009
Star Quality Rating: | [View score details] |
Rating Points Total: | 135 |
Crash Modification Factor (CMF) | |
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Value: | 0.9 |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 0.055 |
Crash Reduction Factor (CRF) | |
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Value: | 10 (This value indicates a decrease in crashes) |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 5.5 |
Applicability | |
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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 1336 to Maximum of 13240 Average Daily Traffic (ADT) |
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: | 1997 to 2006 |
Municipality: | |
State: | MN |
Country: | U.S.A. |
Type of Methodology Used: | Before/after using empirical Bayes or full Bayes |
Sample Size (crashes): | 800 crashes before, 425 crashes after |