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Bilevel Programming Model for Minimum-Cost Travel Time Data Collection with Time Windows Yu, Haifeng ; Chien, Steven I-Jy ; Ting, Ching-Jung

By: Contributor(s): Series: Transportation Research Record: Journal of the Transportation Research Board ; 2197Publication details: Washington DC Transportation Research Board, 2010Description: s. 29-35ISBN:
  • 9780309160735
Subject(s): Bibl.nr: VTI P8167:2197Location: TRBAbstract: The minimum-cost travel time data-collection problem is analogous to a vehicle routing problem with pickup and delivery, subject to the constraints of time windows, because the problem involves making decisions regarding two aspects: vehicle routing and vehicle scheduling. The proposed bilevel programming model minimizes the total travel cost of collecting travel time data with probe vehicles. The upper-level model is designed to determine fleet size and feasible schedules, whereas the lower-level model attempts to route vehicles at the least cost. The model in the lower level consists of a total cost objective function and a set of practical constraints, such as number of probe vehicles, number of study roadway segments, and project duration. Travel time data collection on a highway network containing several corridors in New Jersey was applied to demonstrate the applicability and performance of the developed model.
Item type: Reports, conferences, monographs
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Statens väg- och transportforskningsinstitut Available

The minimum-cost travel time data-collection problem is analogous to a vehicle routing problem with pickup and delivery, subject to the constraints of time windows, because the problem involves making decisions regarding two aspects: vehicle routing and vehicle scheduling. The proposed bilevel programming model minimizes the total travel cost of collecting travel time data with probe vehicles. The upper-level model is designed to determine fleet size and feasible schedules, whereas the lower-level model attempts to route vehicles at the least cost. The model in the lower level consists of a total cost objective function and a set of practical constraints, such as number of probe vehicles, number of study roadway segments, and project duration. Travel time data collection on a highway network containing several corridors in New Jersey was applied to demonstrate the applicability and performance of the developed model.