Comprehensive analysis of the relationship between real-time traffic surveillance data and rear-end crashes on freeways

被引:75
作者
Pande, Anurag [1 ]
Abdel-Aty, Mohamed [1 ]
机构
[1] Univ Cent Florida, Dept Civil & Environm Engn, Orlando, FL 32816 USA
来源
SAFETY DATA, ANALYSIS, AND EVALUATION | 2006年 / 1953期
关键词
16;
D O I
10.3141/1953-04
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Rear-end collisions are the single most frequent type of crash on freeways. Their impact on freeway operation is also most noticeable because almost all of them occur during periods of medium to heavy demand. Preliminary explorations of average traffic speeds before a crash measured at loop detector stations surrounding the crash location showed that rear-end crashes can be placed into two mutually exclusive groups: first, those that occur under extended congestion and, second, those that occur with relatively free-flow conditions prevailing 5 to 10 min before the crash. With loop detector data preceding these two groups of rear-end crashes contrasted with randomly selected noncrash data, it was found that the first group can be attributed to parameters such as the coefficient of variation in speed and average occupancy measurable through loop detectors at stations in the close vicinity of the crash location. For the second group, traffic parameters such as average speed and occupancy at stations downstream of the crash location were significant as were off-line factors such as the time of day and presence of an on-ramp in the downstream direction. It was also observed that traffic conditions belonging to the first segment occurred rarely on the freeway but still made up about half the rear-end crashes. This observation, along with neural network-based classifiers, has been used to propose a strategy for real-time identification of conditions prone to the rear-end crashes. The strategy can potentially identify almost 75% of rear-end crashes, with reasonable false alarms.
引用
收藏
页码:31 / 40
页数:10
相关论文
共 16 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]  
Abdel-Aty M., 2005, ITE J, VVol. 75, P69
[4]  
[Anonymous], 2001, 80 ANN M TRANSP RES
[5]  
Breiman L., 1998, CLASSIFICATION REGRE
[6]  
Christodoulou C., 2001, APPL NEURAL NETWORKS
[7]  
Cybenko G., 1989, Mathematics of Control, Signals, and Systems, V2, P303, DOI 10.1007/BF02551274
[8]   Freeway safety as a function of traffic flow [J].
Golob, TF ;
Recker, WW ;
Alvarez, VM .
ACCIDENT ANALYSIS AND PREVENTION, 2004, 36 (06) :933-946
[9]  
GOLOB TF, 2001, UCBITSPWP200119 PATH
[10]  
Hand D.J., 2001, ADAP COMP MACH LEARN