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Title: PROGRAM FOR OPTIMIZING DIAMOND INTERCHANGES IN OVERSATURATED CONDITIONS
Accession Number: 00936077
Record Type: Component
Record URL: Availability: Transportation Research Board Business Office 500 Fifth Street, NW Find a library where document is available Abstract: Traditionally, optimization of diamond interchange timings has been done with PASSER III for standard and special diamond phasing sequences. PASSER III is limited because it is designed for undersaturated conditions. It applies vertical stacking of queues and is not capable of modeling queue spillback conditions in its current form. This deficiency is addressed by the arterial signal coordination software (ASCS), whose capabilities in timing diamond interchanges in undersaturated and oversaturated conditions are presented here. ASCS consists of three modules: (a) input module, a user interface through which volume and geometry inputs can be provided to the program; (b) optimization module, a genetic algorithm-based optimization routine that can optimize signal timings; and (c) analysis module, which consists of a bandwidth analysis routine and a delay analysis routine (DAR). The DAR is a mesoscopic simulator that applies a second-by-second analysis of flows for modeling flows accurately. DAR applies horizontal stacking of queues and shock wave analysis to estimate the performance of traffic operations. Validation of ASCS for oversaturated arterial links against PASSER III and CORSIM was conducted. The results indicate that delay and throughput estimation in ASCS are realistic. The genetic algorithm-based optimization routine in ASCS was applied to estimate diamond interchange timings for three scenarios. Where queue spillback occurred, ASCS clearly outperformed PASSER III. ASCS produced near-optimal results for all scenarios studied.
Supplemental Notes: This paper appears in Transportation Research Record No. 1811, Advanced Traffic Management Systems for Freeways and Traffic Signal Systems 2002.
Language: English
Corporate Authors: Transportation Research Board 500 Fifth Street, NW Authors: Kovvali, V GMesser, C JChaudhary, N AChu, C-LPagination: p. 166-176
Publication Date: 2002
Serial: ISBN: 0309077370
Features: Figures
(12)
; References
(12)
; Tables
(1)
TRT Terms: Identifier Terms: Uncontrolled Terms: Subject Areas: Highways; Operations and Traffic Management; I73: Traffic Control
Files: TRIS, TRB, ATRI
Created Date: Jan 8 2003 12:00AM
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