CMF / CRF Details
CMF ID: 10435
Conversion of intersection into high-speed roundabout
Description: Conversion of intersection into high-speed roundabout
Prior Condition: Minor Road Stop-Controlled Intersections
Category: Intersection geometry
Study: Evaluation of Roundabouts on High-Speed Roadways, Bagley, D.L., 2020
Star Quality Rating: | [View score details] |
Rating Points Total: | 115 |
Crash Modification Factor (CMF) | |
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Value: | 0.21 |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 0.08 |
Crash Reduction Factor (CRF) | |
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Value: | 79 (This value indicates a decrease in crashes) |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 8 |
Applicability | |
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Crash Type: | All |
Crash Severity: | K (fatal),A (serious injury),B (minor injury),C (possible injury) |
Roadway Types: | All |
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: | 35 |
Maximum Speed Limit: | 55 |
Speed Unit: | mph |
Speed Limit Comment: | |
Area Type: | All |
Traffic Volume: | |
Average Traffic Volume: | |
Time of Day: | All |
If countermeasure is intersection-based | |
Intersection Type: | Roadway/roadway (not interchange related) |
Intersection Geometry: | 3-leg,4-leg |
Traffic Control: | Roundabout |
Major Road Traffic Volume: | Minimum of 2000 to Maximum of 12500 Annual Average Daily Traffic (AADT) |
Minor Road Traffic Volume: | Minimum of 400 to Maximum of 11000 Annual Average Daily Traffic (AADT) |
Average Major Road Volume : | 6000 Annual Average Daily Traffic (AADT) |
Average Minor Road Volume : | 3600 Annual Average Daily Traffic (AADT) |
Development Details | |
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Date Range of Data Used: | 1999 to 2019 |
Municipality: | |
State: | NC |
Country: | |
Type of Methodology Used: | Before/after using empirical Bayes or full Bayes |
Sample Size (sites): | 13 sites before, 13 sites after |
Sample Size (site-years): | 39 site-years before, 39 site-years after |