Self-Paced Ensemble-SHAP Approach for the Classification and Interpretation of Crash Severity in Work Zone Areas

Author:

Asadi Roksana1,Khattak Afaq2,Vashani Hossein3,Almujibah Hamad R.4ORCID,Rabie Helia5,Asadi Seyedamirhossein6,Dimitrijevic Branislav1

Affiliation:

1. Department of Civil and Environmental Engineering New Jersey Institute of Technology, University Heights, Newark, NJ 07102, USA

2. The Key Laboratory of Infrastructure Durability and Operation Safety in Airfield of CAAC, Tongji University, 4800 Cao’an Road, Shanghai 201804, China

3. Rutgers Business School, Rutgers University, Newark, NJ 07102, USA

4. Department of Civil Engineering, College of Engineering, Taif University, Taif City 21974, Saudi Arabia

5. Department of Economics, The Graduate Center, City University of New York, New York, NY 10016, USA

6. Department of Civil Engineering, K.N. Toosi University of Technology, Tehran 15433-19967, Iran

Abstract

The identification of causative factors and implementation of measures to mitigate work zone crashes can significantly improve overall road safety. This study introduces a Self-Paced Ensemble (SPE) framework, which is utilized in conjunction with the Shapley additive explanations (SHAP) interpretation system, to predict and interpret the severity of work-zone-related crashes. The proposed methodology is an ensemble learning approach that aims to mitigate the issue of imbalanced classification in datasets of significant magnitude. The proposed solution provides an intuitive way to tackle issues related to imbalanced classes, demonstrating remarkable computational efficacy, praiseworthy accuracy, and extensive adaptability to various machine learning models. The study employed work zone crash data from the state of New Jersey spanning a period of two years (2017 and 2018) to train and evaluate the model. The study compared the prediction outcomes of the SPE model with various tree-based machine learning models, such as Light Gradient Boosting Machine, adaptive boosting, and classification and regression tree, along with binary logistic regression. The performance of the SPE model was superior to that of tree-based machine learning models and binary logistic regression. According to the SHAP interpretation, the variables that exhibited the highest degree of influence were crash type, road system, and road median type. According to the model, on highways with barrier-type medians, it is expected that crashes that happen in the same direction and those that happen at a right angle will be the most severe crashes. Additionally, this study found that severe injuries were more likely to result from work zone crashes that happened at night on state highways with localized street lighting.

Funder

John A. Reif, Jr. Department of Civil and Environmental Engineering, New Jersey Institute of Technology

Publisher

MDPI AG

Subject

Management, Monitoring, Policy and Law,Renewable Energy, Sustainability and the Environment,Geography, Planning and Development,Building and Construction

Reference34 articles.

1. (2022, June 17). Federal Highway Administration (FHWA) 2019. Work Zone Facts and Statistics, Available online: https://ops.fhwa.dot.gov/wz/resources/facts_stats.htm#ftn2.

2. (2017, July 10). Federal Highway Administration (FHWA) 2017. Facts and Statistics—Work Zone Safety, Available online: http://www.ops.fhwa.dot.gov/wz/resources/factsstats/injuriesfatalities.htm.

3. Meta-analysis of the effect of road work zones on crash occurrence;Theofilatos;Accid. Anal. Prev.,2017

4. Modeling safety of highway work zones with random parameters and random effects models;Chen;Anal. Methods Accid. Res.,2014

5. Ozturk, O., Ozbay, K., and Yang, H. (2014, January 12–16). Estimating the impact of work zones on highway safety. Proceedings of the Transportation Research Board 93rd Annual Meeting, Washington, DC, USA.

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