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Increasing freeway merge capacity through on-ramp meteringRudjanakanoknad, Jittichai. January 2005 (has links)
Thesis (Ph. D. in Engineering)--University of California, Berkeley, 2005. / Includes bibliographical references (p. 64-66). Also available online via the University of California web site (http://repositories.cdlib.org/escholarship/).
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Georgia intersection safety improvement programThomas, Chester January 2008 (has links)
Thesis (M. S.)--Civil and Environmental Engineering, Georgia Institute of Technology, 2008. / Committee Chair: Meyer, Michael; Committee Member: Amekudzi, Adjo; Committee Member: Garrow, Laurie
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Assessing the performance of interchange in Hong Kong: a case study in Tseung Kwan OChu, Suet-wa., 朱雪華. January 2011 (has links)
published_or_final_version / Urban Planning and Design / Master / Master of Science in Urban Planning
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Evaluation and enhancement of accident prediction models and accident modification factors of rural intersectionsOh, Jutaek 12 1900 (has links)
No description available.
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Simulation of traffic at a two-way stop intersectionThomasson, James Nelson 08 1900 (has links)
No description available.
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Increasing freeway merge capacity through on-ramp metering /Rudjanakanoknad, Jittichai. January 1900 (has links) (PDF)
Thesis (Ph. D. in Engineering)--University of California, Berkeley, 2005. / "May 2005." Includes bibliographical references (p. 64-66). Also available online via the ITS Berkeley web site (www.its.berkeley.edu).
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A GPSS/360 Computer Model for Simulation of Automobile Traffic at Road IntersectionsGolovcsenko, Igor V. 01 January 1974 (has links) (PDF)
No description available.
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Operational and environmental comparisons between left-turn bypass, diverging flow and displaced left-turn intersection designsUnknown Date (has links)
The rapidly and significantly growth of the population in the United States has caused expansion of the urban areas to accommodate more residential facilities.. Thus, the demand for more efficient intersection designs is a high priority, as wasted fuel and travel time increases each year. A new method to solve the congestion issue is the creation of unconventional arterial intersection designs (UAID). The objective of this study is to compare the operational and environmental performance of three UAIDs called Left-turn Bypass, Diverging Flow, and Displaced Left-turn intersections. This study will evaluate the UAIDs in the isolated manner and then compare the intersections in a network using an existing corridor in the state of Florida. The microscopic simulation platform VISSIM v. 5.10 will be used to test different scenarios. The results indicated that the Displaced Left-turn consistently reports better results for average delay of less than 20 seconds per vehicle. / by Claudia Olarte. / Thesis (M.S.C.S.)--Florida Atlantic University, 2011. / Includes bibliography. / Electronic reproduction. Boca Raton, Fla., 2011. Mode of access: World Wide Web.
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Lane-based optimization method for traffic signal designWong, Chi-kwong., 黃志光. January 2004 (has links)
published_or_final_version / Civil Engineering / Doctoral / Doctor of Philosophy
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An investigative report on interchange zone problems of the non-toll I-70 freeway in KansasHu, Shu Dean. January 1975 (has links)
Call number: LD2668 .P7 1975 H8
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