Open Access
MATEC Web Conf.
Volume 124, 2017
2017 6th International Conference on Transportation and Traffic Engineering (ICTTE 2017)
Article Number 04005
Number of page(s) 6
Section Traffic Safety and Risk Assessment
Published online 29 September 2017
  1. American Association of State Highway and Transportation officials (AASHTO). A policy on geometric design of highways and streets. Washington D.C., (2004). [Google Scholar]
  2. DoT, U.S. Manual on uniform traffic control devices (MUTCD). Federal Highway Administration, Washington, DC, (2003). [Google Scholar]
  3. Japan Highway Public Corporation. Japan Highway Design Essentials. Shaanxi Travel & Tourism Press, China, (1991). [Google Scholar]
  4. Design Specification for Highway Alignment. Publication JTG D20-2006. Ministry of Transport of the People's Republic of China, (2006). [Google Scholar]
  5. Guidelines for Design of Highway Grade-separated Intersections. Publication JTGT D21-2014. Ministry of Transport of the People's Republic of China, (2014). [Google Scholar]
  6. Kuhn B, Balke K, Chaudhary N A, et al. Managed Lanes Strategies Feasible for Freeway Ramp Applications. (2007). [Google Scholar]
  7. Hongjun Tian, Chengxu Wang, Yanhua Han, Applications of auxiliary lanes and collector-distributor lanes in interchanges. Ji Lin Transportation Technology. Vol 4, pp: 11–13. (2006). [Google Scholar]
  8. Mergia W Y. Exp loring factors contributing to injury severity at freeway merging and diverging areas. University of Dayton, (2010). [Google Scholar]
  9. M. Sarhan, Y. Hassan, A.O. Abd El Halim Safety performance of freeway sections and relation to length of speed-change lanes. Canadian Journal of Civil Engineering, 35(5) 2008 531–541 [CrossRef] [Google Scholar]
  10. Glad R W. Weave analysis and performance: The Washington state case study. (2001). [Google Scholar]
  11. Qi Y, Chen X, Cheu R K, et al. Design and Scope of Impact of Auxiliary Lanes. (2014). [Google Scholar]
  12. Transportation Research Board, National Research Council, Highway Capacity Manual. Washington, DC (2010). [Google Scholar]
  13. PTV VISSIM User's Manual 5. 0. Planung Transport Verkehr AG, D-76131 Karlsruhe, Germany, 2007. [Google Scholar]
  14. Gett man, D., L. Pu, T. Sayed, and S. G. Shelby. Surrogate Safety Assessment Model and Validation: Final Report. Publication FHWA-HRT-08-051. FHWA, U.S. Department of Transportation, 2008. [Google Scholar]
  15. S. Li, Q. Xiang, X. GU, et al. The Types Division and Severity Threshold of Traffic Conflict on Freeway Interchange. MATEC Web of Conferences. EDP Sciences, Vol. 81, (2016). [Google Scholar]

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