Validation of HCM pedestrian delay model for interrupted facilities

Journal of Transportation Engineering

Volumn 131, Issue 12, 2005, Pages 939-945

  Chilukuri, Venkat ^a   Virkler, Mark R ^a  

^a University of Missouri   (United States)

Author keywords

Columbia; Intersections; Pedestrians; Traffic delay; Traffic signals

Indexed keywords

MATHEMATICAL MODELS; PEDESTRIAN SAFETY; ROADS AND STREETS; STATISTICAL METHODS; TRAFFIC CONTROL; TRAFFIC SIGNALS;

COLUMBIA; HIGHWAY CAPACITY MANUAL; TRAFFIC DELAY;

INTERSECTIONS;

MODELING; PLANNING METHOD; TRANSPORTATION PLANNING;

EID: 28844437843     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-947X(2005)131:12(939)     Document Type: Article

References (7)

1. May, A. (1990). Traffic flow fundamentals, Prentice-Hall, Englewood Cliffs, N.J.
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3. Robertson, H. D. R., Hummer, J. E., and Nelson, D. C. (1994). Manual of traffic engineering studies, Institute of Transportation Engineering Studies, Prentice-Hall, Englewood Cliffs, N.J.
4. Transportation Research Board (TRB). (2000). Highway capacity manual special report 209, National Research Council, Washington, D.C.
5. Virkler, M. R. (1998a). "Prediction and measurement of travel time along pedestrian routes." Transportation Research Record 1636, Transportation Research Board, National Research Council, Washington, D.C., 37-42.
6. Virkler, M. R. (1998b). "Signal coordination benefits for pedestrians." Transportation Research Record 1636, Transportation Research Board, National Research Council, Washington, D.C., 77-82.
7. Virkler, M. R., Madsen, R. W., and Sutton, J. H. (1991). "Measuring signal platoon flow." J. Transp. Eng., 117(5), 513-523.