Actuated Signal Operations of Congested Diamond Interchanges

Author:

Lee Sangsoo123,Messer Carroll J.123,Choi Keechoo123

Affiliation:

1. Associate Professor, Dept. of Environmental and Urban Systems Engineering, Ajou Univ., San 5 Wonchon-dong, Paldal-gu, Suwon, Korea.

2. Professor, Dept. of Civil Engineering, Texas A&M Univ., R 304C, CE/TTI Tower, College Station, TX 77843-3135.

3. Professor, Dept. of Environmental and Urban Systems Engineering, Ajou Univ., San 5 Wonchon-dong, Paldal-gu, Suwon, Korea.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference27 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (2001). A policy on geometric design of highways and streets Washington D.C.

2. Bonneson J. A. and Lee S. (2000). “Actuated controller settings for the diamond interchange with three-phase operation.” Research Rep. TTI/ITS RCE-01/01 Texas Transportation Institute College Station Tex.

3. Bonneson J. A. and Lee S. (2002). “Technique for comparing operation of alternative interchange types.” Transportation Research Record. 1802 Transportation Research Board Washington D.C. 7–15.

4. Chaudhary N. A. and Balke K. N. (1997). “Real-time coordinated-actuated traffic control during congested conditions.” Research Rep. 1288-S Texas Transportation Institute College Station Tex.

5. Modelling an oversaturated intersection

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2. Design and evaluation of actuated four-phase signal control at diamond interchanges;KSCE Journal of Civil Engineering;2014-04-25

3. Coordination of semi-actuated signals on arterials;Journal of Advanced Transportation;2013-12-19

4. Integrated Control of Freeway Interchange Model Based on Enhanced Cell Transmission Model;Transportation Research Record: Journal of the Transportation Research Board;2011-01

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