New optimal cycle length formulation for pretimed signals at isolated intersections

Journal of Transportation Engineering

Volumn 130, Issue 5, 2004, Pages 637-647

  Lan, Chang Jen ^a  

^a UNIVERSITY OF MIAMI   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CRITICAL FLOW RATIO; OPTIMAL CYCLE LENGTH;

DEGRADATION; ROADS AND STREETS; SIGNALING;

TRANSPORTATION;

ROAD TRANSPORT;

EID: 4344591210     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-947X(2004)130:5(637)     Document Type: Article

References (5)

1. Casella, G., and Berger, R. L. (1990). Statistical inference, Duxbury Press, Belmont, Calif.
2. Federal Highway Administration (FHWA). (2002). TSIS user manual, Ver. 5.1.
3. Roess, R. P., McShane, W. R., and Prassas, E. S. (2001). Traffic engineering, 3rd Ed., Prentice-Hall, Englewood Cliffs, N.J.
4. Transportation Research Board (TRB). (2000). Highway capacity manual, National Research Council, Washington, D.C.
5. Webster, F. V., and Cobbe, B. M. (1958). "Traffic signals.Road Research Technical Paper No. 39, Her Majesty's Stationery Office, London.