Technical Papers
Mar 25, 2023

Traffic Order Analysis of Intersection Entrance Based on Aggressive Driving Behavior Data Using CatBoost and SHAP

Publication: Journal of Transportation Engineering, Part A: Systems
Volume 149, Issue 6

Abstract

Analyzing road risks and developing targeted countermeasures are essential for a safe and orderly traffic flow. However, previous intersection safety analyses were conducted based on crash data. Little research has been conducted on surrogate safety measures based on risky driving behavior. In this study, categorical boosting (CatBoost) and Shapley additive explanation (SHAP) were used to analyze the impact of features on traffic order using a set of multisource data that include roadway geometry, signal control, and land use. The traffic data for intersection entrances in Beijing were collected from navigation systems, field investigations, and application programming interfaces. The model results showed that CatBoost exhibits a prediction accuracy of 83.5%, a recall of 83.5%, and an F1 score of 81.1%. Moreover, the importance, total effects, main effects, and interaction effects of influence factors were analyzed by using SHAP. It was found that the congestion index (CI) has significant negative effects on traffic order. A larger number of lanes and more electronic traffic control were found to have a positive effect on traffic order. Intersection entrances with three-phase signals or off-peak intersection entrances helped increase traffic order. Moreover, a high green ratio for through vehicles can reduce the positive impact of CI on traffic order when the value of CI is 1.1–1.4, and the signal control scheme with a high left-turn green ratio would result in a safe and orderly traffic flow. The results from this study can be used for further studies on improving traffic safety at signalized intersections.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request. They are as follows:
All data of map information, behavior data, and congestion status, intersection attribute data, land-use data, and signal control data of the intersection entrances.
All models and code of CatBoost model, XGBoost model, and RF model.

Acknowledgments

This paper was supported by the National Natural Science Foundation of China (No. 52072012) and China Postdoctoral Science Foundation funded project (No. 2021M690272).

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Go to Journal of Transportation Engineering, Part A: Systems
Journal of Transportation Engineering, Part A: Systems
Volume 149Issue 6June 2023

History

Received: Feb 6, 2022
Accepted: Aug 1, 2022
Published online: Mar 25, 2023
Published in print: Jun 1, 2023
Discussion open until: Aug 25, 2023

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Xiaohua Zhao, Ph.D. [email protected]
Professor, Beijing Key Laboratory of Traffic Engineering and Beijing Engineering Research Center of Urban Transport Operation Guarantee, Beijing Univ. of Technology, Beijing 100124, PR China. Email: [email protected]
Ph.D. Candidate, Beijing Key Laboratory of Traffic Engineering and Beijing Engineering Research Center of Urban Transport Operation Guarantee, Beijing Univ. of Technology, Beijing 100124, PR China. Email: [email protected]
Ying Yao, Ph.D. [email protected]
Beijing Key Laboratory of Traffic Engineering and Beijing Engineering Research Center of Urban Transport Operation Guarantee, Beijing Univ. of Technology, Beijing 100124, PR China (corresponding author). Email: [email protected]
Ph.D. Candidate, Beijing Key Laboratory of Traffic Engineering and Beijing Engineering Research Center of Urban Transport Operation Guarantee, Beijing Univ. of Technology, Beijing 100124, PR China. Email: [email protected]
Yuelong Su, Ph.D. [email protected]
Traffic Management Solution Division, AutoNavi Software Co., Beijing 100102, PR China. Email: [email protected]

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