CMF / CRF Details
CMF ID: 9447
Convert to roundabout interchanges
Description:
Convert to interchange roundabouts with either a single roundabout or a pair.
Prior Condition: Interchanges without roundabout ramp terminals
Category: Interchange design
Crash Modification Factor (CMF) |
---|
Value: | 0.769 |
Adjusted Standard Error: | |
Unadjusted Standard Error: | |
Crash Reduction Factor (CRF) |
---|
Value: | 23.1 (This value indicates a decrease in crashes) |
Adjusted Standard Error: | |
Unadjusted Standard Error: | |
Applicability |
---|
Crash Type: | All |
Crash Severity: | O (property damage only) |
Roadway Types: | All |
Street Type: | |
Minimum Number of Lanes: | 1 |
Maximum Number of Lanes: | 1 |
Number of Lanes Direction: | |
Number of Lanes Comment: | |
Crash Weather: | Not specified |
Road Division Type: | |
Minimum Speed Limit: | 25 |
Maximum Speed Limit: | 45 |
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 (interchange ramp terminal) |
Intersection Geometry: | No values chosen. |
Traffic Control: | Roundabout |
Major Road Traffic Volume: | Minimum of 2060 to Maximum of 16715 Annual Average Daily Traffic (AADT) |
Minor Road Traffic Volume: | Minimum of 647 to Maximum of 5630 Annual Average Daily Traffic (AADT) |
Average Major Road Volume : | 8186 Annual Average Daily Traffic (AADT) |
Average Minor Road Volume : | 2721 Annual Average Daily Traffic (AADT) |
Development Details |
---|
Date Range of Data Used: | 2003 to 2016 |
Municipality: | |
State: | MO |
Country: | |
Type of Methodology Used: | Before/after using empirical Bayes or full Bayes |
Sample Size (crashes): | 67 crashes after |
Sample Size (sites): | 7 sites before, 7 sites after |
Sample Size (site-years): | 27.5 site-years before, 33.5 site-years after |
Other Details |
---|
Included in Highway Safety Manual? | No |
Date Added to Clearinghouse: | Oct 27, 2018 |
Comments: | This CMF is for PDO crashes at single-lane roundabout ramp terminals. Number of lanes and speed limits entered here are for ramps. |