Predicting crash likelihood and severity on freeways with real-time loop detector data

被引:163
作者
Xu, Chengcheng [1 ]
Tarko, Andrew P. [2 ]
Wang, Wei [1 ]
Liu, Pan [1 ]
机构
[1] Southeast Univ, Sch Transportat, Nanjing 210096, Jiangsu, Peoples R China
[2] Purdue Univ, Sch Civil Engn, Ctr Rd Safety, W Lafayette, IN 47907 USA
关键词
Crash severity; Real-time safety management; Crash risk prediction; Sequential logit model; Freeway; ACCEPTANCE CHARACTERISTICS; INJURY SEVERITY; MODELS; SPEED; PARAMETERS; SAFETY; RISK;
D O I
10.1016/j.aap.2013.03.035
中图分类号
TB18 [人体工程学];
学科分类号
1201 ;
摘要
Real-time crash risk prediction using traffic data collected from loop detector stations is useful in dynamic safety management systems aimed at improving traffic safety through application of proactive safety countermeasures. The major drawback of most of the existing studies is that they focus on the crash risk without consideration of crash severity. This paper presents an effort to develop a model that predicts the crash likelihood at different levels of severity with a particular focus on severe crashes. The crash data and traffic data used in this study were collected on the 1-880 freeway in California, United States. This study considers three levels of crash severity: fatal/incapacitating injury crashes (KA), non-incapacitating/possible injury crashes (BC), and property-damage-only crashes (PDO). The sequential logit model was used to link the likelihood of crash occurrences at different severity levels to various traffic flow characteristics derived from detector data. The elasticity analysis was conducted to evaluate the effect of the traffic flow variables on the likelihood of crash and its severity. The results show that the traffic flow characteristics contributing to crash likelihood were quite different at different levels of severity. The PDO crashes were more likely to occur under congested traffic flow conditions with highly variable speed and frequent lane changes, while the KA and BC crashes were more likely to occur under less congested traffic flow conditions. High speed, coupled with a large speed difference between adjacent lanes under uncongested traffic conditions, was found to increase the likelihood of severe crashes (KA). This study applied the 20-fold cross-validation method to estimate the prediction performance of the developed models. The validation results show that the model's crash prediction performance at each severity level was satisfactory. The findings of this study can be used to predict the probabilities of crash at different severity levels, which is valuable knowledge in the pursuit of reducing the risk of severe crashes through the use of dynamic safety management systems on freeways. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:30 / 39
页数:10
相关论文
共 49 条
[1]   Split models for predicting multivehicle crashes during high-speed and low-speed operating conditions an freeways [J].
Abdel-Aty, M ;
Uddin, N ;
Pande, A .
STATISTICAL METHODS; HIGHWAY SAFETY DATA, ANALYSIS, AND EVALUATION; OCCUPANT PROTECTION; SYSTEMATIC REVIEWS AND META-ANALYSIS, 2005, (1908) :51-58
[2]   Predicting freeway crashes from loop detector data by matched case-control logistic regression [J].
Abdel-Aty, M ;
Uddin, N ;
Pande, A ;
Abdalla, MF ;
Hsia, L .
STATISTICAL METHODS AND SAFETY DATA ANALYSIS AND EVALUATION, 2004, (1897) :88-95
[3]   Identifying crash propensity using specific traffic speed conditions [J].
Abdel-Aty, M ;
Pande, A .
JOURNAL OF SAFETY RESEARCH, 2005, 36 (01) :97-108
[4]   Real-time prediction of visibility related crashes [J].
Abdel-Aty, Mohamed A. ;
Hassan, Hany M. ;
Ahmed, Mohamed ;
Al-Ghamdi, Ali S. .
TRANSPORTATION RESEARCH PART C-EMERGING TECHNOLOGIES, 2012, 24 :288-298
[5]  
Ahmed M, 2012, 91 ANN M TRANSP RES
[6]   The Viability of Using Automatic Vehicle Identification Data for Real-Time Crash Prediction [J].
Ahmed, Mohamed M. ;
Abdel-Aty, Mohamed A. .
IEEE TRANSACTIONS ON INTELLIGENT TRANSPORTATION SYSTEMS, 2012, 13 (02) :459-468
[7]   A note on modeling vehicle accident frequencies with random-parameters count models [J].
Anastasopoulos, Panagiotis Ch. ;
Mannering, Fred .
ACCIDENT ANALYSIS AND PREVENTION, 2009, 41 (01) :153-159
[8]  
[Anonymous], 2008, ADV DATA MINING TECH
[9]  
[Anonymous], 2001, 80 ANN M TRANSP RES
[10]  
Chang Gang-Len, 2003, The Relationship between Congestion Levels and Accidents