CMF / CRF Details
CMF ID: 9796
Conversion of intersection into single-lane roundabout
Description: Conversion of intersection into single-lane roundabout
Prior Condition: Signalized intersection
Category: Intersection geometry
Study: Crash Modification Factors Based on Crash Histories of 148 Modern Roundabouts in Five States, Zhang and Wang, 2017
Star Quality Rating: | [View score details] |
Rating Points Total: | 10 |
Crash Modification Factor (CMF) | |
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Value: | 0.97 |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 0.59 |
Crash Reduction Factor (CRF) | |
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Value: | 3 (This value indicates a decrease in crashes) |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 59 |
Applicability | |
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Crash Type: | All |
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: | Not specified |
Traffic Volume: | |
Average Traffic Volume: | |
Time of Day: | Not specified |
If countermeasure is intersection-based | |
Intersection Type: | |
Intersection Geometry: | No values chosen. |
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: | 2005 to 2013 |
Municipality: | |
State: | FL,IN,NY,PA,WA |
Country: | USA |
Type of Methodology Used: | Simple before/after |
Sample Size (sites): | 18 sites before, 18 sites after |