Queue Lengths Produced by the New Synchronized and Milwaukee B Interchanges Compared to Existing Designs
Author:
Affiliation:
1. Lecturer, Civil and Environmental Engineering, California Polytechnic State Univ., San Luis Obispo, CA.
2. State Traffic Management Engineer, Mobility and Safety Division, North Carolina Dept. of Transportation, Raleigh, NC.
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784483152.026
Reference25 articles.
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2. Chlewicki G. (2003). “Variations of the Diverging Diamond Interchange.” Second Urban Street Symposium of Transportation Research Board (TRB) Anaheim California.
3. Analysis of unconventional arterial intersection designs (UAIDs): State-of-the-art methodologies and future research directions.;Esawey M. E.;Transportmetrica,2012
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