URBAN FREEWAY CORRIDOR CONTROL MODEL (ABRIDGMENT)
AD May, M ORTHLIEB - Transportation Research Record, 1976 - trid.trb.org
AD May, M ORTHLIEB
Transportation Research Record, 1976•trid.trb.orgThe objectives of this study are to develop a methodology that simultaneously considers all
pertinent corridor and design variables, such as ramp-metering rates, traffic signal timings,
quantity of traffic to be diverted, and corridor geometry. Also, to apply the methodology to
corridor control optimization. A fixed-time methodology is developed to provide insight into
the interactions among then applied to the determination of optimum fixed-time corridor
control strategies by using data from a section of a corridor.
pertinent corridor and design variables, such as ramp-metering rates, traffic signal timings,
quantity of traffic to be diverted, and corridor geometry. Also, to apply the methodology to
corridor control optimization. A fixed-time methodology is developed to provide insight into
the interactions among then applied to the determination of optimum fixed-time corridor
control strategies by using data from a section of a corridor.
The objectives of this study are to develop a methodology that simultaneously considers all pertinent corridor and design variables, such as ramp-metering rates, traffic signal timings, quantity of traffic to be diverted, and corridor geometry. Also, to apply the methodology to corridor control optimization. A fixed-time methodology is developed to provide insight into the interactions among then applied to the determination of optimum fixed-time corridor control strategies by using data from a section of a corridor.
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