Estimation of Uniform Delay of Permitted Left Turns from Exclusive Turn Lanes

Author:

Kim Jin-Tae1

Affiliation:

1. Executive Director, Division of Traffic Management and Planning, Seoul Metropolitan Police Agency, 201-11, Naeja-dong Joungno-gu, Seoul, 110-798, Korea (corresponding author). E-mail: jtkim@dreamwiz.com

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference13 articles.

1. Akçelik R. (198l). “Traffic signals: Capacity and timing analysis.” Australian Road Research Board Research Rep. No. 123 Australian Road Research Board Victoria Australia.

2. Chundury S. and Wolshon B. (2000). “Evaluation of the CORSIM car-following model using GPS field data.” Transportation Research Record 1710 Transportation Research Board Washington D.C. 114–121.

3. Daniel J. Fambro D. B. and Rouphail N. M. (1996). “Accounting for nonrandom arrivals in estimate of delay at signalized intersections.” Transportation Research Record 1555 Transportation Research Board Washington D.C. 9–16.

4. Hurdle V. F. (1984). “Signalized intersection delay models - A primer for the uninitiated.” Transportation Research Record 971 Transportation Research Board Washington D.C. 96–105.

5. Kimber R. M. and Hollies E. M. (1979). “Traffic queues and delay at road junctions.” Transport and Road Research Laboratory Rep. No. 909 Transport and Road Research Laboratory Crowthrone Berkshire U.K.

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