This study investigated the level of injury severity in crashes in right-turn lanes at signalised intersections. It used a dataset of 1900 injuries occurring at 275 signalised intersections in the Las Vegas, NV, USA area in the period 2003 to 2005. An advanced random-parameter binary logit model was used to determine the factors that significantly influence injury severity – categorised as either property damage only or severe injury – in right-turn lanes. A comparison of this model with the traditional fixed-parameter model was made to account for the unobserved heterogeneity. It was comparable to the two-level binary logistic model, which accounts for cross-group heterogeneity. The analysis showed that the following factors lead to a significantly higher likelihood of severe injury: rear-end crashes, the involvement of a vehicle going through the intersection, stopped and parked vehicles on main and minor streets, length of corner clearance, number of through lanes on minor streets and intersection angle.
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February 2017
Research Article|
July 05 2016
Injury severity analysis in right-turn lanes at signalised intersections
Xuecai Xu, PhD;
Xuecai Xu, PhD
Lecturer
School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan, China (corresponding author: xuecai_xu@hust.edu.cn)
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Junhao Shao, ME;
Junhao Shao, ME
Engineer
WISDRI, Engineering & Research Incorporation Ltd., Wuhan, China
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Sze Chun Wong, PhD
Sze Chun Wong, PhD
Professor
Chair of Transportation Engineering, Head of Department, Department of Civil Engineering, University of Hong Kong, Hong Kong
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Publisher: Emerald Publishing
Received:
November 05 2015
Accepted:
June 10 2016
Online ISSN: 1751-7710
Print ISSN: 0965-092X
ICE Publishing: All rights reserved
2016
Proceedings of the Institution of Civil Engineers - Transport (2017) 170 (1): 26–37.
Article history
Received:
November 05 2015
Accepted:
June 10 2016
Citation
Xu X, Shao J, Wong SC (2017), "Injury severity analysis in right-turn lanes at signalised intersections". Proceedings of the Institution of Civil Engineers - Transport, Vol. 170 No. 1 pp. 26–37, doi: https://doi.org/10.1680/jtran.15.00112
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