The aim of this study is to examine whether the effects of factors contributing to the severity of driver injuries vary between long-term and short-term work zones. Multinomial logistic regression analysis is adopted to model the relationship between the influencing factors and drivers' injury and fatality risks. A case study is created using drivers' injury severity data from the NASS general estimate system, and two separate multinomial logistic regression models are developed. By comparing the model results, it is found that the light conditions, day of the week, age, gender, airbag availability, restraint use, vehicle age and most harmful event show homogeneous effects on the drivers' injury and fatality risks in the two work zone types. However, the weather, speed limit, traffic control device and number of lanes exhibit opposing effects on the drivers' injury and fatality risks in the two work zone types.
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April 2016
Research Article|
February 08 2016
Driver injury severity analysis for two work zone types
Jinxian Weng, PhD;
Jinxian Weng, PhD
Professor
College of Transport and Communications, Shanghai Maritime University, Shanghai, People's Republic of China (corresponding author: wjx206@gmail.com)
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Gang Du, PhD;
Gang Du, PhD
Assistant Professor
School of Business Administration, Faculty of Economics and Management, East China Normal University, Shanghai, People's Republic of China
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Lu Ma, PhD
Lu Ma, PhD
Associate Professor
MOE Key Laboratory for Urban Transportation Complex Systems Theory and Technology, Beijing Jiaotong University, Beijing, People's Republic of China
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Publisher: Emerald Publishing
Received:
February 12 2014
Accepted:
October 14 2015
Online ISSN: 1751-7710
Print ISSN: 0965-092X
ICE Publishing: All rights reserved
2016
Proceedings of the Institution of Civil Engineers - Transport (2016) 169 (2): 97–106.
Article history
Received:
February 12 2014
Accepted:
October 14 2015
Citation
Weng J, Du G, Ma L (2016), "Driver injury severity analysis for two work zone types". Proceedings of the Institution of Civil Engineers - Transport, Vol. 169 No. 2 pp. 97–106, doi: https://doi.org/10.1680/jtran.14.00019
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