Capacity of U-Turn Movement at Median Openings on Multilane Highways

Author:

Liu Pan1234,Lu Jian John1234,Hu Fengxuan1234,Sokolow Gary1234

Affiliation:

1. Visiting Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of South Florida, 4202 E. Fowler Ave., ENB118, Tampa, FL 33620. E-mail: pan_liu@hotmail.com

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of South Florida, 4202 E. Fowler Ave., ENB118, Tampa, FL 33620. E-mail: lu@eng.usf.edu

3. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of South Florida, 4202 E. Fowler Ave., ENB118, Tampa, FL 33620. E-mail: hu@eng.usf.edu

4. Senior Transportation Planner, Florida DOT-System Planning Office, 605 Suwannee St. #19, Burns Building–SRD Unit 3920, Tallahassee, FL 32399. E-mail: gary.sokolow@dot.state.fl.us

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference12 articles.

1. Adams J. C. and Hummer J. E. (1993). “Effects of U-turns on left-turn saturation flow rates.” Transportation Research Record. 1398 Transportation Research Board Washington D.C. 90–100.

2. Capacity of U-turn at median opening;Al-Masaeid H. R.;ITE J.,1999

3. Useful estimation procedures for critical gaps

4. Carter D. Hummer J. E. and Foyle R. S. (2005). “Operational and safety effects of U-turns at signalized intersections.” Transportation Research Record. 1912 Transportation Research Board Washington D.C. 11–18.

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