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Title: Traffic Safety Risks Trends and Patterns Analysis on Motorways
Accession Number: 01506473
Record Type: Component
Availability: Transportation Research Board Business Office 500 Fifth Street, NW Abstract: Crashes that occur on motorways contribute to a significant proportion (40-50%) of non-recurrent motorway congestions. Hence, reducing the frequency of crashes assist in addressing congestion issues. Analysing traffic conditions and discovering risky traffic trends and patterns are essential basics in crash likelihood estimations studies and still require more attention and investigation. In this paper the authors will show, through data mining techniques, that there is a relationship between pre-crash traffic flow patterns and crash occurrence on motorways, compare them with normal traffic trends, and that this knowledge has the potentiality to improve the accuracy of existing crash likelihood estimation models, and opens the path for new development approaches. The data for the analysis was extracted from records collected between 2007 and 2009 on the Shibuya and Shinjuku lines of the Tokyo Metropolitan Expressway in Japan. The dataset includes a total of 824 rear-end and sideswipe crashes that have been matched with crashes corresponding traffic flow data using an incident detection algorithm. Traffic trends (traffic speed time series) revealed that crashes can be clustered with regards to the dominant traffic patterns prior to the crash occurrence. K-Means clustering algorithm applied to determine dominant pre-crash traffic patterns. In the first phase of this research, traffic regimes identified by analysing crashes and normal traffic situations using half an hour speed in upstream locations of crashes. Then, the second phase investigated the different combination of speed risk indicators to distinguish crashes from normal traffic situations more precisely. Five major trends have been found in the first phase of this paper for both high risk and normal conditions. The study discovered traffic regimes had differences in the speed trends. Moreover, the second phase explains that spatiotemporal difference of speed is a better risk indicator among different combinations of speed related risk indicators. Based on these findings, crash likelihood estimation models can be fine-tuned to increase accuracy of estimations and minimize false alarms.
Supplemental Notes: This paper was sponsored by TRB committee ANB10 Transportation Safety Management.
Monograph Title: Monograph Accession #: 01503729
Report/Paper Numbers: 14-5726
Language: English
Corporate Authors: Transportation Research Board 500 Fifth Street, NW Authors: Hamzehei, AssoChung, EdwardMiska, MarcPagination: 16p
Publication Date: 2014
Conference:
Transportation Research Board 93rd Annual Meeting
Location:
Washington DC Media Type: Digital/other
Features: Figures; References; Tables
TRT Terms: Geographic Terms: Subject Areas: Highways; Operations and Traffic Management; Safety and Human Factors; I70: Traffic and Transport; I81: Accident Statistics
Source Data: Transportation Research Board Annual Meeting 2014 Paper #14-5726
Files: TRIS, TRB, ATRI
Created Date: Jan 27 2014 4:00PM
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