CMF / CRF Details
CMF ID: 10227
Install sidewalk
Description:
Prior Condition: No sidewalk present
Category: Pedestrians
Study: Estimation of bicycle crash modification factors (CMFs) on urban facilities using zero inflated negative binomial models, Raihan et al., 2019
Star Quality Rating: | ![]() |
Rating Points Total: | 105 |
Crash Modification Factor (CMF) | |
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Value: | 3.09 |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 1.62 |
Crash Reduction Factor (CRF) | |
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Value: | -209 (This value indicates an increase in crashes) |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 162 |
Applicability | |
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Crash Type: | Vehicle/bicycle |
Crash Severity: | All |
Roadway Types: | Not specified |
Street Type: | |
Minimum Number of Lanes: | 6 |
Maximum Number of Lanes: | 6 |
Number of Lanes Direction: | |
Number of Lanes Comment: | |
Crash Weather: | Not specified |
Road Division Type: | Divided by Median |
Minimum Speed Limit: | 40 |
Maximum Speed Limit: | 55 |
Speed Unit: | mph |
Speed Limit Comment: | |
Area Type: | Urban |
Traffic Volume: | Minimum of 8000 to Maximum of 98500 Annual Average Daily Traffic (AADT) |
Average Traffic Volume: | 42703 Annual Average Daily Traffic (AADT) |
Time of Day: | All |
If countermeasure is intersection-based | |
Intersection Type: | |
Intersection Geometry: | |
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: | 2011 to 2014 |
Municipality: | |
State: | FL |
Country: | USA |
Type of Methodology Used: | Regression cross-section |
Sample Size (crashes): | 1283 crashes |
Sample Size (miles): | 783 miles |
Sample Size (mile-years): | 3132 mile-years |
Other Details | |
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Included in Highway Safety Manual? | No |
Date Added to Clearinghouse: | Dec 07, 2019 |
Comments: | This CMF applies to vehicle-bicycle crashes on urban six-leg divided highways. |