CMF / CRF Details
CMF ID: 1692
Add centerline and STOP bar, replace 24-inch with 30-inch stop signs
Description:
Prior Condition: Stop-controlled approach with 24 inch STOP sign and no centerlines or STOP bars.
Category: Intersection traffic control
Study: Low-Cost Safety Improvements Chapter 27, The Traffic Safety Toolbox: a primer on traffic safety, Polanis, 1999
Star Quality Rating: | [View score details] |
Rating Points Total: | 30 |
Crash Modification Factor (CMF) | |
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Value: | 0.33 |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 0.11 |
Crash Reduction Factor (CRF) | |
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Value: | 67 (This value indicates a decrease in crashes) |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 11 |
Applicability | |
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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: | Roadway/roadway (not interchange related) |
Intersection Geometry: | |
Traffic Control: | Stop-controlled |
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: | Winston Salem |
State: | NC |
Country: | |
Type of Methodology Used: | Simple before/after |
Sample Size (sites): | 6 sites after |