Traffic Signal Retiming to Improve Corridor Performance

Author:

Yue Rui1,Yang Guangchuan2ORCID,Lin Dongmei3,Wang Aobo1,Tian Zong4

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, 1664 N. Virginia St., MS258, Reno, NV 89557.

2. Postdoctoral Research Scholar, Institute for Transportation Research and Education, North Carolina State Univ., 909 Capacity Dr., Suite 3420, Raleigh, NC 27606 (corresponding author). ORCID: .

3. Transportation Engineer, DKS Associates, 720 SW Washington St., Suite 500, Portland, OR 97205.

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of Nevada, Reno, 1664 N. Virginia St., MS258, Reno, NV 89557.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference37 articles.

1. Real-time offset transitioning algorithm for coordinating traffic signals;Abbas M.;Transp. Res. Rec.,2001

2. Bowers D. A. 1947. “Progressive timing for traffic signals.” In Proc. Institute of Traffic Engineers 93–100. Washington DC: Institute of Transportation Engineers.

3. Visual education tools to illustrate coordinated system operation;Brennan T. M.;Transp. Res. Rec.,2011

4. The 10 major pitfalls of coordinated signal timing;Buckholz J. W.;ITE J.,1993

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