Investigating the Relationship between Collision Characteristics and Traffic Level of Service through Big Data Analytics: A Case Study in the State of Virginia

被引:0
作者
Pan, D. [1 ]
Silverstein, C. E. [1 ]
Xiao, L. [2 ]
Caamano, A. J. [3 ]
Zhang, W. [4 ]
Hamdar, S. H. [1 ]
机构
[1] George Washington Univ, Dept Civil & Environm Engn, 800 22nd St NW, Washington, DC 20052 USA
[2] TFHRC, Natl Res Council, 6300 Georgetown Pike, Mclean, VA 22101 USA
[3] Rey Juan Carlos Univ, Signal Theory & Commun Dept, C Camino Molino S-N, Madrid 20894, Spain
[4] Fed Highway Adm, Off Safety R&D, 6300 Georgetown Pike, Mclean, VA 22101 USA
来源
INTERNATIONAL CONFERENCE ON TRANSPORTATION AND DEVELOPMENT 2018: CONNECTED AND AUTONOMOUS VEHICLES AND TRANSPORTATION SAFETY | 2018年
关键词
MODEL;
D O I
暂无
中图分类号
U [交通运输];
学科分类号
08 ; 0823 ;
摘要
Traffic collision is a complex process that involves the interactions between roadways, vehicles, and drivers. There is a relationship between collision and traffic congestion, however, the nature of such relationship is not well understood due to lack of congestion data at time of collision. Accordingly, the objective of this study is to leverage big data analyt ics techniques to quantify the relationship between safety and traffic level of service (LOS). The 2011-2014 state wide collision data and continuous count station data in Virginia are used for such purpose. An innovative 3-D basic spline filtering technique is adopted to link time, flow, and density for estimating the flow and density values at the time of collisions. The results show the validity of such filtering technique for predicting the flow/density values. In addition, the pattern of collision severity associated with LOS suggests that severe collisions are more likely to occur under good service levels (LOS A and B) while non-severe collisions are more likely to happen at relatively worse service levels (LOS C and D); LOS C has the largest likelihood of collision occurrence in general.
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页码:24 / 34
页数:11
相关论文
共 13 条
[1]  
[Anonymous], 2006, I ACT
[2]   B-SPLINES FROM PARALLELEPIPEDS [J].
DEBOOR, C ;
HOLLIG, K .
JOURNAL D ANALYSE MATHEMATIQUE, 1982, 42 :99-115
[3]   Traffic accident prediction using 3-D model-based vehicle tracking [J].
Hu, WM ;
Xiao, XJ ;
Xie, D ;
Tan, TN ;
Maybank, S .
IEEE TRANSACTIONS ON VEHICULAR TECHNOLOGY, 2004, 53 (03) :677-694
[4]  
Knott J, 2012, IMAGINING THE FOREST: NARRATIVES OF MICHIGAN AND THE UPPER MIDWEST, P18
[5]   Impact of roadside features on the frequency and severity of run-off-roadway accidents: an empirical analysis [J].
Lee, J ;
Mannering, F .
ACCIDENT ANALYSIS AND PREVENTION, 2002, 34 (02) :149-161
[6]   Forecasting cyanobacterial concentrations using B-spline networks [J].
Maier, HR ;
Sayed, T ;
Lence, BJ .
JOURNAL OF COMPUTING IN CIVIL ENGINEERING, 2000, 14 (03) :183-189
[7]  
Mannering F., 2007, PRINCIPLES HIGHWAY E
[8]  
Marcek D, 2004, LECT NOTES ARTIF INT, V3131, P41
[9]  
National Highway Traffic Safety Administration, 2014, 812013 DOT HS NAT HI
[10]   BEHAVIORAL-CHARACTERISTICS AND INVOLVEMENT IN DIFFERENT TYPES OF TRAFFIC ACCIDENT [J].
PARKER, D ;
WEST, R ;
STRADLING, S ;
MANSTEAD, ASR .
ACCIDENT ANALYSIS AND PREVENTION, 1995, 27 (04) :571-581