Saturation flow at signalized intersections during longer green time

Transportation Research Record

Volumn , Issue 1978, 2006, Pages 61-67

  Khosla, Karan ^a   Williams, James C ^b  

^a WHM Transportation Engineering   (United States)

^b UNIVERSITY OF TEXAS AT ARLINGTON   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ENGINEERS; INTERSECTIONS; ROADS AND STREETS; TRAFFIC CONTROL; URBAN PLANNING;

GREEN TIMES; HEAVY VEHICLES; SATURATION FLOW; SIGNALIZED INTERSECTIONS;

TRAFFIC SIGNALS;

EID: 33847283404     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1978-10     Document Type: Conference Paper

References (5)

1. Highway Capacity Manual. TRB, National Research Council, Washington, D.C., 2000.
2. Roess, R. P., E. S. Prassas, and W. R. McShane. Traffic Engineering, 3rd ed. Pearson Prentice Hall, 2004.
3. Teply, S. Saturation Flow at Signalized Intersections Through a Magnifying Glass. Proceedings of the Eighth International Symposium on Transportation and Traffic Theory (V. F. Hurdle, E. Hauer, G. N. Steuart, eds.), University of Toronto Press, Ontario, Canada, 1983.
4. Li, H., and P. D. Prevedouros. Detailed Observations of Saturation Headways and Start-Up Lost Times, Traffic Flow Theory and Highway Capacity 2002. In Transportation Research Record: Journal of the Transportation Research Board, No. 1802, Transportation Research Board of the National Academies, Washington, D.C., 2002, pp. 44-53.
5. Teply, S., D. I. Allingham, D. B. Richardson, and B. W. Stephenson. Canadian Capacity Guide for Signalized Intersections, 2nd ed. ITE District 7-Canada, June 1995.