CMF / CRF Details
CMF ID: 4674
Decrease freeway ramp spacing from infinity to S (ft) with/without auxiliary lane
Description:
Decreasing ramp spacing (painted gore to painted gore) on freeway segments from infinity to S (ft) with or without exisiting auxiliary lane
Prior Condition: Ramp spacing approaching infinity, which represents a basic freeway segment with no ramps.
Category: Access management
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: | Not specified |
Crash Severity: | All |
Roadway Types: | Principal Arterial Interstate |
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: | Divided by Median |
Minimum Speed Limit: | |
Maximum Speed Limit: | |
Speed Unit: | |
Speed Limit Comment: | |
Area Type: | Not specified |
Traffic Volume: | Minimum of 5,134 to Maximum of 153,500 Average Daily Traffic (ADT) |
Average Traffic Volume: | 43,158 Average Daily Traffic (ADT) |
Time of Day: | Not specified |
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: | 2006 to 2008 |
Municipality: | |
State: | CA,WA |
Country: | USA |
Type of Methodology Used: | Regression cross-section |
Sample Size (site-years): | 1212 site-years |
Other Details |
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Included in Highway Safety Manual? | No |
Date Added to Clearinghouse: | May 01, 2013 |
Comments: | - CMF is function of ramp spacing (S) in ft. and existence of auxiliary lane (Auxln = 0 or 1)- See Studay possible bias for limitations. |