Modeling Capacity at Signalized Intersections with a Left-Turn Storage Bay Considering Signal Timing Plan

Author:

Liu Meiqi1,Xu Liang2,Shen Lixiao3,Jin Sheng4

Affiliation:

1. Ph.D. Candidate, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, P.R. China; Faculty of Civil Engineering and Geosciences, Dept. of Transport and Planning, Delft Univ. of Technology, Delft 2628 CN, Netherlands.

2. Ph.D. Candidate, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, P.R. China.

3. Master, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, P.R. China.

4. Associate Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, P.R. China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference30 articles.

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2. Traffic engineering and the new german highway capacity manual;Brilon W.;Transp. Res. Part B: Methodol.,1994

3. Comparison of two unconventional intersection schemes: Crossover displaced left-turn and upstream signalized crossover intersections;Esawey M. E.;Transp. Res. Rec.,2007

4. Modeling Right-Turn Blockage and Approach Capacity at Signalized Intersections with Channelized Right-Turn Lanes

5. He D. H. and Z. R. Peng. 2014. “Probabilistic-based capacity model at signalized intersection approach with left-turn short lane.” In Proc. Transportation Research Board 93rd Annual Meeting. Washington DC: Transportation Research Board.

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