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SYSTEM MODELING METHODOLOGIES
DEVELOPMENT OF THE MODELING SOFTWARE
ANALYSES ON SYSTEM OPERATIONAL CHARACTERISTICS
2 other sections not shown
arrival ﬂow Arrival Flow Proﬁle arterial right-tum Average Delay basic three-phase capacity cycle length Department of Transportation developed diamond interchange operations diamond interchange signal diamond signal downstream Equation Federal Highway Administration feeding ramp ﬁeld ﬁgure ﬁxed ﬂow proﬁles Flush Duration free-ﬂow freeway breakdown freeway mainline Freeway Throughput frontage road approach Frontage Road Phase holding phases integrated operational strategies intemal interchange and ramp interval left-tum metered ramp Numbering Schemes off-ramp over-saturation P-value PASSER pattems phasing schemes queue detectors queue ﬂush queue storage spaces Ramp Arrival Flow ramp demand Ramp Entry ramp metering operations ramp metering rate ramp queue length ramp queue spillback ramp-metering recurring congestion reﬂect residual demands residual queue result right-tum movement saturation ﬂow rate sec/veh signal control signiﬁcant speciﬁc Texas A&M University Texas Department Texas Transportation Institute three-phase and TTI trafﬁc conditions trafﬁc demands trafﬁc ﬂow trafﬁc movements feeding TransLink TTI F TTI four-phase vehicle entry VISSIM