Development of a Signal Optimization Model for Diverging Diamond Interchange-Reference-Cited by-同舟云学术

Development of a Signal Optimization Model for Diverging Diamond Interchange

Published:2014-05 Issue:5 Volume:140 Page:04014010
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Yang Xianfeng¹,Chang Gang-Len²,Rahwanji Saed³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Maryland, 1173 Glenn L. Martin Hall, College Park, MD 20742 (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland, 1173 Glenn L. Martin Hall, College Park, MD 20742.

3. Assistant Division Chief, Office of Traffic and Safety, Maryland State Highway Administration, 7491 Connelley Dr., Hanover, MD 21076.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29TE.1943-5436.0000657

Reference27 articles.

1. Estimating the traffic capacity of a signalized road junction

2. 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.

3. Chang G. L. Lu Y. and Yang X. (2011). “An integrated computer system for analysis selection and evaluation of unconventional intersections.” Rep. No. MD-11-SP909B4H Maryland State Highway Administration Baltimore MD.

4. Chlewicki G. (2003). “New interchange and intersection designs: The synchronized split-phasing intersection and the diverging diamond interchange.” 2nd Urban Street Symp.: Uptown Downtown or Small Town: Designing Urban Streets That Work Anaheim CA.

5. Chlewicki G. (2011). “Should the diverging diamond interchange always be considered a diamond interchange form?” Transportation Research Record 2223 Transportation Research Board Washington DC.

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