Diverging Diamond Interchange Analysis: Planning Tool-Reference-Cited by-同舟云学术

Diverging Diamond Interchange Analysis: Planning Tool

Published:2013-12 Issue:12 Volume:139 Page:1201-1210
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Maji Avijit¹,Mishra Sabyasachee²,Jha Manoj K.³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400076, India.

2. Assistant Professor, Dept. of Civil Engineering, Univ. of Memphis, 112D Engineering Science Building, 3815 Central Ave., Memphis, TN 38152 (corresponding author).

3. Professor and Director, Center for Advanced Transportation and Infrastructure Engineering Research, Dept. of Civil Engineering, Morgan State Univ., 1700 East Cold Spring Lane, Baltimore, MD 21251.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000603

Reference34 articles.

1. Afshar A. M. Bared J. G. Wolf S. and Edara P. K. (2009). “Traffic operational comparison of single-point and diverging diamond interchanges.” Compendium of Papers in the 88th Annual Meeting of the Transportation Research Board National Academies Washington DC.

2. Akcelik R. (1981). “Traffic signals: Capacity and timing analysis.” Research Rep. No. 123 Australian Road Research Board Vermont South VIC.

3. Bared J. Granda T. and Zineddin A. (2007). “FHWA tech brief: Drivers’ evaluation of the diverging diamond interchange.” FHWA-HRT-07-048 Turner-Fairbank Highway Research Center Washington DC.

4. Bared J. and Saiko D. (2010). “The double crossover diamond.” FHWA-HRT-11-001 Federal Highway Administration Washington DC 〈http://www.fhwa.dot.gov/publications/publicroads/10novdec/01.cfm〉 (Jun. 25 2012).

5. Bared J. G. Edara P. K. and Jagannathan R. (2005). “Design and operational performance of double crossover intersection and diverging diamond interchange.” Transportation Research Record 1912 Transportation Research Board Washington DC 31–38.

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