CMF / CRF Details
Convert to roundabout interchanges
Countermeasure ID: 11130
Description: Convert to interchange roundabouts with either a single roundabout or a pair.
Prior Condition: Stop-controlled ramp terminal on diamond interchange
Category: Interchange design
| Star Quality Rating: | |
| Rating Points Total: | 95 |
| Crash Modification Factor (CMF) | |
|---|---|
| Value: | 0.351 |
| Adjusted Standard Error: | |
| Unadjusted Standard Error: | |
| Crash Reduction Factor (CRF) | |
|---|---|
| Value: | 64.9 (This value indicates a decrease in crashes) |
| Adjusted Standard Error: | |
| Unadjusted Standard Error: | |
| Applicability | |
|---|---|
| Crash Type: | All |
| Crash Severity: | K (fatal),A (serious injury),B (minor injury),C (possible injury) |
| Roadway Types: | Principal Arterial Other Freeways and Expressways |
| Street Type: | Not Specified |
| Minimum Number of Lanes: | |
| Maximum Number of Lanes: | |
| Number of Lanes Direction: | Not Specified |
| Number of Lanes Comment: | |
| Crash Weather: | Not specified |
| Road Division Type: | |
| Minimum Speed Limit: | |
| Maximum Speed Limit: | |
| Speed Unit: | mph |
| Speed Limit Comment: | Posted speed limits for freeways were between 55 mph and 70 mph. Posted speed limits for crossroads were between 25 mph and 55 mph. |
| Area Type: | |
| Traffic Volume: | |
| Average Traffic Volume: | |
| Time of Day: | Not specified |
| If countermeasure is intersection-based | |
| Intersection Type: | Roadway/roadway (interchange ramp terminal) |
| Intersection Geometry: | |
| Traffic Control: | Roundabout |
| Major Road Traffic Volume: | Minimum of 2060 to Maximum of 17150 Annual Average Daily Traffic (AADT) |
| Minor Road Traffic Volume: | Minimum of 1300 to Maximum of 10900 Annual Average Daily Traffic (AADT) |
| Average Major Road Volume : | |
| Average Minor Road Volume : | |
| Development Details | |
|---|---|
| Date Range of Data Used: | |
| Municipality: | |
| State: | MO,WI |
| Country: | USA |
| Type of Methodology Used: | |
