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Conference Proceedings 42 Volume 1: Innovations in Travel Demand Modeling, Volume 1: Session Summaries (2008)
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Turnbull, Katherine F, Transportation Research Board. "T56712 Text_15." Conference Proceedings 42 Volume 1: Innovations in Travel Demand Modeling, Volume 1: Session Summaries. Washington, DC: The National Academies Press, 2008.

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TOUR-BASED MODELS 15 miles, with a population of approximately 20 million. the calibration process is to properly identify the source There are approximately 4,000 traffic assignment zones, of any discrepancy. It is important to identify the prob- six trip purposes, and 10 motorized modes in the model, lem first before rushing to make adjustments in the as well as four types of urban development. The four model. Another suggestion is not to overadjust. A good urban development types range from the very dense cen- approach is to begin with the largest discrepancies. tral business district (CBD) to rural areas. · Reporting and analysis are also important ele- · The NYMTC model has four major consecutive ments. Most staff who operate the models are not modules. The first module is tour generation that includes involved in all aspects of the planning process. Reporting household synthesis, automobile ownership, and journey the results represents the link between the modelers, frequency choice models. The second module is tour planners, and policy makers. Take care to distinguish mode and destination choice that includes premode between reporting options per se and reliability of the choice, primary destination choice, entire tour mode com- forecasts at a fine level of typological, spatial, or tempo- bination choice, stop-frequency choice, and stop-location ral detail. Activity-based models are more exposed than choice. The third module is the time-of-day choice and aggregate models because more detailed reports may be preassignment processor that includes tour time-of-day generated from these models. choice for outbound and inbound directions, trip mode choice, and construction of mode-specific and time-of- day period-specific trip tables. The fourth module is traf- THE SAN FRANCISCO MODEL IN PRACTICE: fic and transit simulation that is implemented by VALIDATION, TESTING, AND APPLICATION time-of-day periods. The first three modules are imple- mented as fully disaggregate microsimulation procedures Maren Outwater and Billy Charlton working with individual records for the synthesized pop- ulation, which includes households, persons, and tours. Maren Outwater and Billy Charlton described the valida- The fourth module is based on standard aggregate zone- tion, testing, and application of the San Francisco County to-zone assignments implemented in TransCAD. Chained Activity Modeling Process (SF-CHAMP), which · A tour-based model was used because it was the was developed for the San Francisco County Transporta- best approach to addressing complex mode and time-of- tion Authority (SFCTA). They discussed the development day choice in a consistent manner. The model also pro- of the model, the model validation process, applications vides the best method to understand and forecast the of the model, and comparisons of the model to the four- highly diverse demographic and travel patterns in the step model. Volume 2 includes a paper on this topic.3 The region. following points were covered in their presentation. · There are numerous stakeholders in the New York region. NYMTC staff undertook an outreach and edu- · SF-CHAMP was developed in 2000 and 2001. The cation program to explain the need for the new model model was developed to provide detailed forecasts of and to build support among different groups. These travel demand for various planning applications in the efforts included technical outreach to staff at other agen- county. These applications include countywide plans, cies, as well as meetings with policy makers. corridor and project-level evaluations, transit plans, and · The model has been used in a number of applica- neighborhood plans. The objective was to accurately tions, including air quality conformity analysis, major represent the complexity of the destination, temporal, investment studies, and local planning activities. Exam- and modal options, as well as to provide detailed infor- ples include the Tappan Zee Bridge study, the Goethals mation on travelers making discrete choices. A tour- Bridge study, and the Manhattan area pricing study. The based model using synthesized population as the basis of experience to date with the use of the model has been decision making rather than zonal-level aggregate data positive. sources best met this objective. · Work is under way to make the model accessible · The development of the model was influenced by on the Internet. A new wave of data collection will also limited resources and time availability. These limitations be starting. This data collection will include a major were considered in the development process. First, no household travel survey, a work place survey, and obtain- transit onboard survey data were available to validate ing information on visitor trips. The results of the data the mode choice elements of the model. This limitation collection efforts, which are anticipated to take approxi- would have been an issue for a trip- or a tour-based mately 3 years, will be used to update the model. model. New onboard survey data have recently been col- · It is important that models are calibrated to ensure lected and are being used to update the model. The peak- that they replicate reality. A nontrivial and often not explored question relates to validating and calibrating a 3See Outwater, M. L., and B. Charlton. The San Francisco Model in model chain rather than a single model. A key aspect in Practice: Validation, Testing, and Application. Volume 2, pp. 24­29.