Modeling Drivers’ Stopping Behaviors during Yellow Intervals at Intersections considering Group Heterogeneity

Stopping behavior during yellow intervals is one of the critical driver behaviors correlated with intersection safety. As the main index of stopping behavior, stopping time is typically described by Accelerated Failure Time (AFT) model. In this study, the comparison of survival curves of stopping ti...

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Main Authors: Juan Li, Hui Zhang, Yanru Zhang, Xuan Zhang
Format: Article
Language:English
Published: Wiley 2020-01-01
Series:Journal of Advanced Transportation
Online Access:http://dx.doi.org/10.1155/2020/8818496
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author Juan Li
Hui Zhang
Yanru Zhang
Xuan Zhang
author_facet Juan Li
Hui Zhang
Yanru Zhang
Xuan Zhang
author_sort Juan Li
collection DOAJ
description Stopping behavior during yellow intervals is one of the critical driver behaviors correlated with intersection safety. As the main index of stopping behavior, stopping time is typically described by Accelerated Failure Time (AFT) model. In this study, the comparison of survival curves of stopping time confirms the existence of group specific effects on drivers. However, the AFT model is developed based on the homogeneity assumption. To overcome this drawback, shared frailty survival models are developed for stopping time analysis, which consider the group heterogeneity of drivers. The results show that log-logistic based frailty model with age as a grouping variable has the best goodness of fit and prediction accuracy. Analysis of the models’ parameters indicates that phone status, maximum deceleration, vehicles’ speed, and the distance to stopping line at the onset of the yellow signal have significant impacts on stopping time. Additionally, heterogeneity analysis illustrates that young, middle-aged, and female drivers are more likely to brake harshly and stop past the stop line, which may block the intersection. Furthermore, drivers, who are more familiar with traffic environments, are more possible to make reasonable stopping decisions approaching intersections. The results can be utilized by traffic authorities to implement road safety strategies, which will help reduce traffic incidents caused by improper stopping behavior at intersections.
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institution Kabale University
issn 0197-6729
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spelling doaj-art-40a31669f9cc4b6c988e2225c4c6e6412025-02-03T06:46:33ZengWileyJournal of Advanced Transportation0197-67292042-31952020-01-01202010.1155/2020/88184968818496Modeling Drivers’ Stopping Behaviors during Yellow Intervals at Intersections considering Group HeterogeneityJuan Li0Hui Zhang1Yanru Zhang2Xuan Zhang3School of Traffic and Transportation, Beijing Jiaotong University, Beijing, ChinaSchool of Traffic and Transportation, Beijing Jiaotong University, Beijing, ChinaJP Morgan Chase, New York, NY, USASam’s Club Technology, Austin, TX, USAStopping behavior during yellow intervals is one of the critical driver behaviors correlated with intersection safety. As the main index of stopping behavior, stopping time is typically described by Accelerated Failure Time (AFT) model. In this study, the comparison of survival curves of stopping time confirms the existence of group specific effects on drivers. However, the AFT model is developed based on the homogeneity assumption. To overcome this drawback, shared frailty survival models are developed for stopping time analysis, which consider the group heterogeneity of drivers. The results show that log-logistic based frailty model with age as a grouping variable has the best goodness of fit and prediction accuracy. Analysis of the models’ parameters indicates that phone status, maximum deceleration, vehicles’ speed, and the distance to stopping line at the onset of the yellow signal have significant impacts on stopping time. Additionally, heterogeneity analysis illustrates that young, middle-aged, and female drivers are more likely to brake harshly and stop past the stop line, which may block the intersection. Furthermore, drivers, who are more familiar with traffic environments, are more possible to make reasonable stopping decisions approaching intersections. The results can be utilized by traffic authorities to implement road safety strategies, which will help reduce traffic incidents caused by improper stopping behavior at intersections.http://dx.doi.org/10.1155/2020/8818496
spellingShingle Juan Li
Hui Zhang
Yanru Zhang
Xuan Zhang
Modeling Drivers’ Stopping Behaviors during Yellow Intervals at Intersections considering Group Heterogeneity
Journal of Advanced Transportation
title Modeling Drivers’ Stopping Behaviors during Yellow Intervals at Intersections considering Group Heterogeneity
title_full Modeling Drivers’ Stopping Behaviors during Yellow Intervals at Intersections considering Group Heterogeneity
title_fullStr Modeling Drivers’ Stopping Behaviors during Yellow Intervals at Intersections considering Group Heterogeneity
title_full_unstemmed Modeling Drivers’ Stopping Behaviors during Yellow Intervals at Intersections considering Group Heterogeneity
title_short Modeling Drivers’ Stopping Behaviors during Yellow Intervals at Intersections considering Group Heterogeneity
title_sort modeling drivers stopping behaviors during yellow intervals at intersections considering group heterogeneity
url http://dx.doi.org/10.1155/2020/8818496
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AT yanruzhang modelingdriversstoppingbehaviorsduringyellowintervalsatintersectionsconsideringgroupheterogeneity
AT xuanzhang modelingdriversstoppingbehaviorsduringyellowintervalsatintersectionsconsideringgroupheterogeneity