Long green times and cycles at congested traffic signals

Transportation Research Record

Volumn , Issue 2128, 2009, Pages 1-10

  Denney, Richard W ^a   Curtis, Eddie ^b   Head, Larry ^c  

^a FHWA Resource Center ^*  (United States)

^b FHWA Resource Center   (United States)

^c University of Arizona   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

TRAFFIC SIGNALS;

% REDUCTIONS; CONGESTED TRAFFIC; FIELD DATA; LONG CYCLES; MAXIMUM THROUGHPUT; OFFERED LOADS; VIRGINIA;

THROUGHPUT;

EID: 76149098234     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/2128-01     Document Type: Article

References (7)

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2. Smaglik, E. J., D. M. Bullock, T. Urbanik II, and D. B. Bryant. Evaluation of Flow-Based Traffic Signal Control Using Advanced Detection Concepts. In Transportation Research Record: Journal of the Transportation Research Board, No.1978, Transportation Research Board of the National Academies, Washington, D.C., 2006, pp. 25-33.
3. Khosla, K. Determining Effects on Saturation Flow Rate During Longer Cycle Lengths, MS thesis. University of Texas, Arlington, 2004.
4. Khosla, K., and J. C. Williams. Saturation Flow at Signalized Intersections During Longer Green Time. In Transportation Research Record: Journal of the Transportation Research Board, No.1978, Transportation Research Board of the National Academies, Washington, D.C., 2006, pp. 61-67.
5. Greenshields, B. D., J. R. Bibbins, W. S. Channing, and H. H. Miller. A Study of Traffic Capacity. Highway Research Board Proceedings, Vol.14, 1935.
6. Highway Capacity Manual. TRB, National Research Council, Washington, D.C., 2000.
7. VISSIM 4.30 User Manual. Planung Transport Verkehr AG, Karlsruhe, Germany, 2007.