Lateral Placement Characteristics of U-Turning Vehicles: A Statistical Investigation

Author:

Khan Tathagatha,Mohapatra Smruti Sourava

Funder

Indian Institute of Technology (Indian School of Mines), Dhanbad

Publisher

Springer Science and Business Media LLC

Reference19 articles.

1. Cooner SA, Rathod YK, Alberson DC, Bligh RP, Ranft SE, Sun D (2009) Development of guidelines for cable median barrier systems in Texas. Federal Highways Administrations. Report 0-5609-1, Texas Transportation Institute, College Station

2. Mahapatra G, Maurya AK (2013) Study of vehicles lateral movement in non-lane discipline traffic stream on a straight road. Proc Soc Behav Sci 104:352–359. https://doi.org/10.1016/j.sbspro.2013.11.128

3. Aldian A, Taylor MAP (2001) Selecting priority junction traffic models to determine U-turn capacity at median opening. Eastern Asia Soc Transp Stud 3(2):101–113

4. Jenjiwattanakul T, Sano K (2011) Effect of waiting time on the gap acceptance behaviour of U-turning vehicles at midblock median openings. J East Asia Soc Transp Stud 9:1601–1613

5. Mohapatra SS, Dey PP (2015) Lateral placement of U-turns at median openings on six-lane divided urban roads. Transp Lett 7(5):252–263. https://doi.org/10.1179/1942787514Y.0000000052

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