Concurrent Optimization of Signal Progression and Crossover Spacing for Diverging Diamond Interchanges-Reference-Cited by-同舟云学术

Concurrent Optimization of Signal Progression and Crossover Spacing for Diverging Diamond Interchanges

Published:2018-03 Issue:3 Volume:144 Page:04018001
ISSN:2473-2907
Container-title:Journal of Transportation Engineering, Part A: Systems
language:en
Short-container-title:J. Transp. Eng., Part A: Systems

Author:

Cheng Yao¹^ORCID,Chang Gang-Len²,Rahwanji Saed³

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Maryland, 3111 Kim Engineering Bldg., College Park, MD 20742 (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland, 3111 Kim Engineering Bldg., 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/JTEPBS.0000121

Reference19 articles.

1. 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 28–30.

2. Should the diverging diamond interchange always be considered a diamond interchange form?;Chlewicki G.;Transp. Res. Rec.,2011

3. Site-specific safety analysis of diverging diamond interchange ramp terminals;Claros B.;Transp. Res. Rec.,2016

4. When driving on the left side is safe: Safety of the diverging diamond interchange ramp terminals;Claros B.;Accid. Anal. Prev.,2017

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