Effects of Left-Turn Waiting Areas on Capacity and Level of Service of Signalized Intersections-Reference-Cited by-同舟云学术

Effects of Left-Turn Waiting Areas on Capacity and Level of Service of Signalized Intersections

Published:2013-11 Issue:11 Volume:139 Page:1076-1085
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Yang Zhao¹,Liu Pan²,Tian Zong Z.³,Wang Wei⁴

Affiliation:

1. Graduate Research Assistant, School of Transportation, Southeast Univ., Si Pai Lou #2, Nanjing 210096, China.

2. Professor, School of Transportation, Southeast Univ., Si Pai Lou #2, Nanjing 210096, China (corresponding author).

3. Associate Professor, Dept. of Civil and Environmental Eng., Univ. of Nevada, Reno, NV 89557.

4. Professor, School of Transportation, Southeast Univ., Si Pai Lou #2, Nanjing 210096, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000593

Reference19 articles.

1. Bloomberg L. and Dale J. (2000). “Comparison of VISSIM and CORSIM traffic simulation models on a congested network.” Transportation Research Record 1727 Transportation Research Board Washington DC 52–60.

2. Courage K. Stephens B. Gan A. and Willis M. (2002). Triple left turn lanes at signalized intersections Florida Department of Transportation Tallahassee FL.

3. Estel A. (2011). “Quality of service beyond the traditional fundamental diagram.” 75 years of the fundamental diagram for traffic flow theory Transp. Res. Circ. No. E-C149 Transportation Research Board Washington DC 86–106.

4. Gao L. Mao B. Liu M. Chen S. and Zhang X. (2009). “Modeling and simulation on left-turn waiting area at isolated signalized intersection.” Measuring Technology and Mechatronics Automation IEEE International Conf. on Information Reuse and Integration Vol. 2 IEEE Computer Science Society Washington DC 255–258.

5. Gerlough D. L. and Huber M. J. (1975). Special report 165: Traffic flow theory Transportation Research Board National Research Council Washington DC.

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