A fixed-point formulation and a simulation-based solution method were developed for modeling intermodal passenger tours in a dynamic transportation network. The model proposed in this paper is a combined model of a dynamic traffic assignment, a schedule-based transit assignment, and a park-and-ride choice model, which assigns intermodal demand (i.e., passengers with drive-to-transit mode) to the optimal park-andride station. The proposed model accounts for all segments of passenger tours in the passengers' daily travel, incorporates the constraint on returning to the same park-and-ride location in a tour, and models individual passengers at a disaggregate level. The model has been applied in an integrated travel demand model in Sacramento, California, and feedback to the activity-based demand model is provided through separate time-dependent skim tables for auto, transit, and intermodal trips.Modeling drive-to-transit trips has been a challenging problem in transportation network modeling for decades. As a part of multimodal modeling, intermodal travel is more complicated not only because two modes of transportation are involved in a trip but also because the choice of park-and-ride is included in the travel. The combination of mode choice, route choice, and mode-transfer choice is involved in modeling intermodal travel. In the literature, intermodal trips (one-way travel from an origin to a destination) have been frequently addressed, and many approaches have been proposed for modeling user behavior (1-5). However, additional complexity is added to the problem when the model deals with intermodal tours (round-trip travel between an origin and multiple destinations). The intermodal tour problem is more complex because of the constraint on the park-and-ride choice, meaning that travelers have to return to the same park-and-ride location they originally parked their cars. This constraint changes the problem from a general shortest path to a shortest-tour problem.In the context of dynamic network modeling, the concept of time has an important role. Its importance relates to the congestion levels in the network, transit schedules, and departure and arrival time considerations and preferences. In other words, travelers in the drive-to-transit mode may consider the time of travel to avoid major congestion in the auto network, the possibility of missing the transit vehicle at the park-and-ride (or being too early at the park-and-ride), and preferable arrival times at their final destinations. Therefore, although modeling a dynamic intermodal tour is more realistic compared with traditional static approaches, it is not a trivial problem. In this study, that problem is addressed, so that a more realistic model is developed for planning and operational purposes. In addition, one objective of the model is to integrate an activity-based travel demand model with a dynamic traffic assignment (DTA) model. Previous studies of such integration include CEMDAP-VISTA (6), TASHA-MATSim (7), and OpenAMOS-MALTA (8). Those models focus...