CMF / CRF Details
CMF ID: 8485
Install Platform Tram Stops
Description: Platform stops improve this situation through the provision of passengers platforms raised to the level of low floor trams next to the tracks in the middle of the road. Passengers access the platform using signal controlled pedestrian crossings.On roads with lower traffic levels, platforms are accessed via zebra crossings at the ends of the platform.
Prior Condition: safety zone tram stops
Category: Transit
Study: Safety impacts of platform tram stops on pedestrians in mixed traffic operation: A comparison group before–after crash study, Naznin et al., 2015
Image: View the countermeasure image.
Star Quality Rating: | [View score details] |
Rating Points Total: | 105 |
Crash Modification Factor (CMF) | |
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Value: | 0.193 |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 0.075 |
Crash Reduction Factor (CRF) | |
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Value: | 80.7 (This value indicates a decrease in crashes) |
Adjusted Standard Error: | |
Unadjusted Standard Error: | 7.5 |
Applicability | |
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Crash Type: | Vehicle/pedestrian |
Crash Severity: | K (fatal),A (serious injury),B (minor injury),C (possible injury) |
Roadway Types: | All |
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: | |
Speed Limit Comment: | |
Area Type: | Urban |
Traffic Volume: | |
Average Traffic Volume: | 14907 Annual Average Daily Traffic (AADT) |
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: | |
Municipality: | Melbourne |
State: | notusa |
Country: | Australia |
Type of Methodology Used: | Other before/after |
Sample Size (crashes): | 102 crashes before, 16 crashes after |
Sample Size (sites): | 15 sites before, 15 sites after |
Sample Size (site-years): | 90 site-years before, 30 site-years after |