Abstract

The focus of this paper is the crash risk assessment of off-ramps in Xi’an. The time-to-collision (TTC) is used for the measurement and cross-comparison of the crash risk of each location. Five sites from the urban expressway in Xi’an were selected to explore the TTC distribution. An unmanned aerial vehicle and a camera were used to collect traffic flow data for 20 min at each site. The parameters, including speed, deceleration rate, truck percentage, traffic volume, and vehicle trajectories, were extracted from video images. The TTCs were calculated for each vehicle. The Gaussian mixture model (GMM) was proposed to predict the TTC probability density functions (PDFs) and cumulative density functions (CDFs) for five sites. The Kolmogorov–Smirnov (K-S) test indicated that the samples followed the estimated GMM distribution. The relationship between the crash risk level and influencing factors was studied by an ordinal logistic regression model and a naive Bayesian model. The results showed that the naive Bayesian model had an accuracy of 86.71%, while the ordinal logistic regression model had an accuracy of 84.81%. The naive Bayesian model outperformed the ordinal logistic regression model, and it could be applied to the real-time collision warning system.

Highlights

  • An urban expressway is a high-speed multi-lane highway with access ramps and median dividers

  • The contributions of this research are as follows: (1) to explore the TTCs distributions with Gaussian mixture model (GMM) at off-ramps; (2) to determine the critical values for the crash risk severity; (3) the naive Bayesian model is developed to explore the relationship between the severity of the TTC and explanatory variables

  • The speed and truck percentage had a smaller impact on the crash risk than the other two independent variables, so they were ignored in the model

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Summary

Introduction

An urban expressway is a high-speed multi-lane highway with access ramps and median dividers. The classification tree and neural network do not require any specific functional form to design a model of the risk factors. They cannot interpret the relationship between factors and crash severity. The contributions of this research are as follows: (1) to explore the TTCs distributions with GMM at off-ramps; (2) to determine the critical values for the crash risk severity; (3) the naive Bayesian model is developed to explore the relationship between the severity of the TTC and explanatory variables. The discussion and conclusions will be given at the end

Data Collection
Statistical Analysis of Traffic Flow
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Crash Risk Modeling
The Naive Bayesian Model
Findings
Discussion
Conclusions
Full Text
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