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Benekohal, Rahim F. El-Zohairy, Yoassry Mohammed 2015-09-25T21:05:00Z 2015-09-25T21:05:00Z 10000-01-01 1998 1998 The resulting models: (1) Consider platoon duration, flow rate and/or number of vehicles in platoon, (2) Are sensitive to traffic volume inside platoon, and (3) because a distinct delay model was deduced for each arrival type, the need for applying delay adjustment factors was eliminated. Furthermore, the input parameters required to use the proposed models are the same as those required by the HCM. Comparison of field data with the results from the proposed models as well as the HCM showed that the new models predict the delay more precisely. Made available in DSpace on 2015-09-25T21:05:00Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 9904443.pdf: 9903470 bytes, checksum: a532494f75552dd14ccdb0cf693dd914 (MD5) Previous issue date: 1998 Embargo set by: Seth Robbins for item 84733 Lift date: Forever Reason: Restricted to the U of I community idenfinitely during batch ingest of legacy ETDs Restricted to the U of I community idenfinitely during batch ingest of legacy ETDs U of I Only 198 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1998. http://hdl.handle.net/2142/83452 (MiAaPQ)AAI9904443 eng Engineering, System Science Development of Arrival-Type-Based Uniform Delay Models for Signalized Intersections text Civil and Environmental Engineering Civil and Environmental Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.