CMF / CRF Details
CMF ID: 4188
Convert signalized intersection to modern roundabout
Description:
Prior Condition: Signalized intersection
Category: Intersection geometry
Study: Safety Effectiveness of Converting Signalized Intersections to Roundabouts, Gross et al., 2012
Star Quality Rating: | [View score details] |
Rating Points Total: | 100 |
Crash Modification Factor (CMF) | |
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Value: | 1.15 |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 0.09 |
Crash Reduction Factor (CRF) | |
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Value: | -15 (This value indicates an increase in crashes) |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 9 |
Applicability | |
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Crash Type: | All |
Crash Severity: | All |
Roadway Types: | Not Specified |
Street Type: | |
Minimum Number of Lanes: | 1 |
Maximum Number of Lanes: | 2 |
Number of Lanes Direction: | |
Number of Lanes Comment: | |
Crash Weather: | Not specified |
Road Division Type: | |
Minimum Speed Limit: | 15 |
Maximum Speed Limit: | 35 |
Speed Unit: | mph |
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: | 3-leg,4-leg |
Traffic Control: | Roundabout |
Major Road Traffic Volume: | Minimum of 5300 to Maximum of 52500 Annual Average Daily Traffic (AADT) |
Minor Road Traffic Volume: | |
Average Major Road Volume : | |
Average Minor Road Volume : |
Development Details | |
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Date Range of Data Used: | 2000 to 2009 |
Municipality: | |
State: | CO,FL,IN,MD,MI,NY,NC,SC,VT,WA |
Country: | |
Type of Methodology Used: | Before/after using empirical Bayes or full Bayes |
Sample Size (sites): | 13 sites after |
Other Details | |
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Included in Highway Safety Manual? | No |
Date Added to Clearinghouse: | Nov 01, 2012 |
Comments: | Countermeasure name has been slightly modified for consistency across Clearinghouse |