Operational performance analysis of the unconventional median U-turn intersection design
Author:
Affiliation:
1. Department of Civil Engineering, Ain Shams University, 1 El-Sarayat Street, Cairo, Egypt.
2. University of British Columbia, Department of Civil Engineering, 6250 Applied Science Lane, Vancouver, BC V6T 1Z4, Canada.
Publisher
Canadian Science Publishing
Subject
General Environmental Science,Civil and Structural Engineering
Link
http://www.nrcresearchpress.com/doi/pdf/10.1139/l11-085
Reference18 articles.
1. Bared, J., Edara, P., and Jagannathan, R. 2005. Design and operational performance of double crossover intersection and diverging diamond interchange. In Transportation Research Record: Journal of the Transportation Research Board, No. 1912, Transportation Research Board of the National Academics, Washington, D.C., pp. 31–38.
2. El Esawey, M., and Sayed, T. 2007. Comparison of two unconventional intersection schemes: crossover displaced left-turn and upstream signalized crossover intersections. In Transportation Research Record: Journal of the Transportation Research Board, No. 2023, Transportation Research Board of the National Academics, Washington, D.C., pp. 10–19.
3. Unconventional USC intersection corridors: evaluation of potential implementation in Doha, Qatar
4. Highway Capacity Manual. 2000. TRB, National Research Council, Washington, D.C.
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