CMF / CRF Details
Change roundabout intersection sight distance from X to Y
Countermeasure ID: 4028
Description: Changing roundabout intersection sight distance from X to Y. Refer to the study for descriptions of roundabout sight distances.
Prior Condition: Roundabout with intersection sight distance X
Category: Intersection geometry
Study: The Influence of Driver Sight Distance on Crash rates and Driver Speed at Modern roundabouts in the United States, Angelastro, 2010
| Crash Modification Factor (CMF) | 
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| Value: |  | 
| Adjusted Standard Error: |  | 
| Unadjusted Standard Error: |  | 
| Crash Reduction Factor (CRF) | 
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| Value: |  | 
| Adjusted Standard Error: |  | 
| Unadjusted Standard Error: |  | 
| Applicability | 
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| Crash Type: | Run off road | 
| 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: |  | 
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| Area Type: |  | 
| Traffic Volume: |  | 
| Average Traffic Volume: |  | 
| Time of Day: | Not specified | 
| If countermeasure is intersection-based | 
| Intersection Type: |  | 
| Intersection Geometry: | Not specified | 
| Traffic Control: |  | 
| Major Road Traffic Volume: | Minimum of 434 to Maximum of 7300 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: |  | 
| Municipality: |  | 
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| Country: |  | 
| Type of Methodology Used: | Regression cross-section | 
| Sample Size (sites): | 26 sites | 
| Other Details | 
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| Included in Highway Safety Manual? | No | 
| Date Added to Clearinghouse: | Jun 04, 2012 | 
| Comments: | Note: CMF applies only to loss of control crashes |