Before-after safety evaluation of part-time protected right-turn signals: An extreme value theory approach by applying artificial intelligence-based video analytics

, , Burbridge, Andrew, & (2024) Before-after safety evaluation of part-time protected right-turn signals: An extreme value theory approach by applying artificial intelligence-based video analytics. Accident Analysis and Prevention, 194, Article number: 107341.

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Description

Extreme value theory models have opened doors for before-after safety evaluation of engineering treatments using traffic conflict techniques. Recent advancements in automated conflict extraction technologies have further expedited conflict-based safety evaluation as a potential alternative to traditional crash-based methods. However, the suitability of extreme value theory models in the before-after evaluation of engineering treatments needs to be rigorously tested. As such, this study proposes a traffic conflict-based before-after evaluation of a novel part-time protected right-turn signal strategy for right-turn or opposing-through crashes at signalised intersections. A part-time protected right-turn signal strategy refers to a signal arrangement where permissive and fully protected right-turn phasings are operated during peak and off-peak hours, respectively. A deep neural network-based computer vision technique was applied to extract the conflicts from a total of 654 h of video recordings (before period: 266 h and after period: 388 h) over seven treated approaches, and four matching control approaches at five signalised intersections in the city of Cairns, Australia. Using post encroachment time and post-collision velocity difference as traffic conflict measures, non-stationary bivariate generalised extreme value models were developed to estimate the severe and non-severe opposing-through crashes at signal cycle levels. The odds ratio analysis of model-predicted crash risks suggests that part-time protected right-turn signals reduce 67% and 81% of severe and non-severe opposing-through crashes at signalised intersections, respectively. Part-time protected right-turn signal strategy offers a good safety solution without precipitating need for capacity upgrades to accommodate queued right turners at signalised intersections.

Impact and interest:

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28 citations in Web of Science®
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ID Code: 244178
Item Type: Contribution to Journal (Journal Article)
Refereed: Yes
ORCID iD:
Ali, Yasirorcid.org/0000-0002-5770-0062
Haque, Md Mazharulorcid.org/0000-0003-1016-110X
Additional Information: Acknowledgements: The authors would like to acknowledge the Department of Transport and Main Roads (TMR) of Queensland for providing the data used in this study. We give credit to Mr Simon Harrison at the Department of Transport and Main Roads (TMR) for proposing this novel countermeasure of part-time right-turn signals. Special thanks to Mr Andrew Oudyn and Ms Samantha Taylor of TMR for their contribution towards the data collection of this study. The first author gratefully acknowledges the scholarship support provided by the Queensland University of Technology (QUT), to carry out this PhD research. This research is partially funded by the Australian Research Council grant LP220100226.
Measurements or Duration: 15 pages
Keywords: Automated traffic conflict extraction, Before-after countermeasure evaluation, Bivariate generalised extreme value model, Crash severity, Permissive right-turn signal
DOI: 10.1016/j.aap.2023.107341
ISSN: 0001-4575
Pure ID: 148846875
Divisions: Current > Research Centres > Centre for Future Mobility/CARRSQ
Current > QUT Faculties and Divisions > Faculty of Engineering
Current > Schools > School of Civil & Environmental Engineering
Current > QUT Faculties and Divisions > Faculty of Health
Funding Information: The authors would like to acknowledge the Department of Transport and Main Roads (TMR) of Queensland for providing the data used in this study. We give credit to Mr Simon Harrison at the Department of Transport and Main Roads (TMR) for proposing this novel countermeasure of part-time right-turn signals. Special thanks to Mr Andrew Oudyn and Ms Samantha Taylor of TMR for their contribution towards the data collection of this study. The first author gratefully acknowledges the scholarship support provided by the Queensland University of Technology (QUT), to carry out this PhD research. This research is partially funded by the Australian Research Council grant LP220100226.
Funding:
Copyright Owner: 2023 The Authors
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Deposited On: 31 Oct 2023 14:11
Last Modified: 10 Nov 2026 17:14