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This paper provides a brief overview of the concept of value of time (VOT), in the context of toll road schemes. VOT analysis determines the tradeoffs travelers make between time and tolls. The analysis is very important when considering the choice between tolled and un-tolled alternatives. Using travel demand model of Fresno, CA, I provide a sensitivity analysis showing how the outcomes of tolling schemes can change with varying VOT levels.
Transport Policy, 2004
There are many empirical studies on the estimation of values of travel time savings (VTTS), with varying degrees of rigour and relevance, mostly based on the observation that travellers are prepared to spend money to save time. These values are applied both to forecasting the effects of speed changes on behaviour, and also to estimation of the social benefit of such savings, in order to calculate value for money of spending public funds on transport investments. The sources of empirical information on such values are not always compatible with the models and software within which the results are used. In recent years, an increasingly important application has been to calculate the potential revenue from tolled roads, and networks with user charges, which offer high speeds at a higher price: here the important issue is not hypothetical willingness to pay, but the actual money which will be handed over. This changes the focus from hypothetical to bankable values of travel time savings. It is shown that some common practices risk substantial error in calculation, affecting the sharing of risk between public and private sectors. A particularly important case is where an average value is taken as representative of a skewed distribution of values-in these circumstances there will be a tendency to overestimate the revenue, and underestimate the traffic impact, of a charge, because for a given mean VTTS, there will be a smaller number of individuals who are prepared to pay the toll. To correct this bias, the main tasks are: establishing a relevant set of trip-purpose specific VTTS distributions and selecting a way of handling the distributions in patronage forecasting, growing VTTS through time, treating the VTTS of car passengers, and establishing an appropriate set of rules for converting disaggregated (or heterogeneous) components of travel time values into a single trip value appropriate to the project being evaluated. Other related problems of the use of values of time relate to the assumption that these values grow in proportion to income, and the extent to which they are confounded with other effects. One troublesome feature is that most, and perhaps all, of the problems discussed tend to produce biases in the same direction, namely to risk overestimating revenue, in the short and long run. This produces a tendency to appraisal bias, which can distort the contractual confidence between partners. Overall, it is likely that current assumptions are underestimating the degree of toll-avoiding behaviour, and overestimating the financial viability of projects.
Transportation Research Record, 2006
This paper explores NJ Turnpike (NJTPK) users' valuation of travel time (VOTT) and their responsiveness to toll changes (elasticity) for different trip purposes in the presences of time-of-day pricing. An econometric model is developed by extending DeSerpa's classical time allocation model and relaxing constant marginal utility assumption. This model joins users' timeof-day choices in the presence of time-of-day pricing and departure/arrival-time restrictions. Using traveler survey data collected to evaluate NJTPK time-of-day pricing program, VOTT and elasticity functions for different travel periods and trip purposes are estimated. The main contribution of the empirical results is that in the presence of time-of-day pricing applications, when the main choice of commuters is travel-period rather than alternative routes/modes, VOTT and elasticity of a user are influenced by the travel-period, trip purpose, departure time, desired arrival time, and early/late arrival amount in addition to the travel time, toll amount and income parameters. Mean VOTT values range between $15/hr and $20/hr, while mean elasticities range between-0.06 and-0.18 depending on the choice of travel period and trip purpose. Elasticities calculated from traffic and travel time data reveal estimates in the range of-0.15 and-0.31. These relatively high VOTT and low elasticities, explaining the low responses to the minor toll differentials introduced by the time-of-day pricing program, can have major implications in determining toll differentials for future time-of-day pricing implementations in highly urbanized areas where income levels are relatively high, user flexibility is low and possibilities to shift other modes/routes are limited.
Transportation, 2013
With rare exception, actual tollroad traffic in many countries has failed to reproduce forecast traffic levels, regardless of whether the assessment is made after an initial year of operation or as long as ten years after opening. Pundits have offered many reasons for this divergence, including optimism bias, strategic misrepresentation, the promise to equity investors of early returns on investment, errors in land use forecasts, and specific assumptions underlying the traffic assignment models used to develop traffic forecasts. One such assumption is the selection of a behaviourally meaningful value of travel time savings (VTTS) for use in a generalised cost or generalised time user benefit expression that is the main behavioural feature of the traffic assignment (route choice) model. Numerous empirical studies using stated choice experiments have designed choice sets of alternatives as if users choose a tolled route or a free route under the (implied) assumption that the tolled route is tolled for the entire trip. Reality is often very different, with a high incidence of use of a non-tolled road leading into and connecting out of a tolled link. In this paper we recognise this feature of route choice and redesign the stated choice experiment to account for it. Furthermore, this study is a follow up to a previous study undertaken before a new toll road was in place, and it benefits from real exposure to the new toll road. We find that the VTTS is noticeably reduced, and if the VTTS is a significant contributing influence on errors on traffic forecasts, then the lower estimates make sense behaviourally.
Economic Record, 1990
The recent interest in the privatization of major urban roads has opened up the debate on the tolling of such facilities. Central to the identification of optimal tolls is a knowledge of the amount of money individuals are willing to outlay to save travel time. This paper combines a utility maximization framework with stated response data to determine values of time savings in the presence of varying levels of toll for the full set of urban journey purposes. The empirical results provide a basis for establishing one benchmark for toll setting, in the context of substantial lengths of urban roads. There are no tolled urban roads in any major urban area throughout the world
2008
In this paper, we attempt to estimate the additional tolls that can be charged to drivers at the New Jersey Turnpike using the full marginal cost functions. The available data set used in this study consists of individual vehicle records in 2005 at the NJTPK. Vehicle-by-vehicle entry/exit times, entry/exit locations, vehicle types, payment type of each vehicle are available in the data set. From this dataset it is possible to calculate the hourly link volumes, car/truck distribution at each link and travel times between all origin-destination pairs. Using the NJTPK specific data and the developed cost functions, we estimate the range of the additional tolls for various OD pairs. We show that the estimated values highly depend on value-of-time assumptions and the choice of the travel time function. Furthermore, the differences between the estimated additional tolls during peak and off-peak are also presented.
2015
This report summarizes how motorists would respond to time-of-day pricing on the 183A Turnpike in Austin, Texas. It was hoped that time-of-day pricing would encourage off-peak time departures and reduce congestion. A travel survey, stated preference survey, traffic and revenue model estimation and scenario testing were conducted. A tool was developed to predict departure and route choice changes in response to 183A tolling changes. Findings suggest that lower off-peak toll rates will not result in shifting departure times, will reduce revenue, and ultimately will have little effect on peak-period traffic.
Transportation Research Part A: Policy and Practice, 2006
In the US, there is a long tradition of toll roads, beginning with the Lancaster Turnpike that was built at the end of the 18th century connecting Philadelphia and Lancaster. There are currently more than 300 toll facilities in the US, which is probably the largest number of toll facilities in the world. These facilities represent a wide range of conditions, from hypercongested facilities in large metropolitan areas such as New York City to toll highways in rural areas. The toll structures are equally diverse, ranging from multi-tier price structures with frequent user, carpool, and time of day discounts; to simpler structures in which the only differentiation is made on the basis of the number of axles per vehicle. The toll rates are typically set by the agencies that operate or own the toll facilities. The rules or formulas by which these tolls are determined are not generally available to the public, though it is safe to say that toll decisions are made taking into account technical considerations, as well as the all important criterion of political acceptability. However, data on toll rates and how they change by vehicle types and by some other attributes are readily available.
Journal of the Eastern Asia Society for Transportation Studies, 2007
This paper develops a single-level optimization model to determine time-dependent optimal tolls while considering the dynamic relationships between land use, transport, and environment. To illustrate the importance of incorporating land use, transport, and environment considerations in determining time-dependent tolls, and the effect of tightening vehicular emission standards on link tolls, numerical studies are set up. The results show that the tighter the vehicular emission standards, the higher the toll charges are required, and that the vehicular emission standards have direct impacts on the overall vehicular emissions, the operational strategies and profit of public transit, the mode and route choices of travelers, the residential and employment distributions, the profits of land owners, and rents. The government should consider these impacts when determining the vehicular emission standard of each road.
2017
In recent decades, several agencies have implemented tolls on their highway, bridge, or tunnel infrastructure for purposes that include mitigation and revenue generation. The Indiana Department of Transportation (INDOT) sought to investigate the feasibility of time-of-day tolling at a specific section of Indiana's highways, and therefore commissioned this research study. Recognizing that traditional ex ante methods of tolling evaluation such as surveys and public hearings are time intensive and costly, this project developed a simulation package to measure the expected impacts of TOD tolling in terms of revenue, travel delay, and welfare. The report developed an analytical model and accompanying software tool (a TOD tolling analysis pack) to capture the relationship between the time-of-day toll and route choice, and to evaluate quickly, the impacts of various TOD tolling scenarios. The research products help the analyst to easily visualize traffic flows on roadways and to estimate the revenue, monetary savings, travel times, speeds, vehicle hours of travel, vehicle miles of travel, and welfare in response to different scenarios. The TOD tolling analysis pack reduces drastically, the time and effort in evaluating proposed TOD tolling initiatives for the future. The visualization features illustrate traffic diversions due to tolling implementation and display the most impacted road segments. Further, the TOD tolling analysis pack can be integrated seamlessly with INDOT's existing TransCAD models and with Google Maps to provide users with the capability of acquiring additional pertinent information on the study area.
Transportation Research Part A: Policy and Practice, 2008
This paper evaluates the efficiency of New Jersey Turnpike (NJTPK) time-of-day pricing program via derivation of value of travel time (VOTT) from an analytical approach. The proposed model extends classical time allocation models while considering departure/arrival time choices and relaxes the constant marginal utility assumption to derive an analytical model for VOTT as well as to investigate the theoretical relationship between VOTT, departure/arrival time choice, income, and travel time. Using the traveler survey data collected to evaluate the NJTPK time-of-day pricing program, VOTT functions are estimated for different departure time choices and for trip purposes. The main contribution of the empirical results presented in this study is that in the presence of time-of-day pricing applications, when the main choice of commuters is departure time rather than alternative routes and/or modes, VOTT is influenced from the departure time, trip purpose, desired arrival time, and deviation from the desired arrival time in addition to the travel time, toll, and income parameters. Mean VOTT values are found to range between $15 per hour and $20 h À1 , depending on departure time choice and trip purpose. This result indicates relatively high VOTT values, explaining the low level of response to the minor toll differentials introduced by the NJTPK Authority.
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