TECHNICAL PAPERS
Jan 1, 2009

Improved Flow-Based Travel Time Estimation Method from Point Detector Data for Freeways

Publication: Journal of Transportation Engineering
Volume 135, Issue 1

Abstract

Travel time is an important parameter in evaluating the operating efficiency of traffic networks, in assessing the performance of traffic management strategies, and as input to many intelligent transportation systems applications such as advanced traveler information systems. Travel time can be obtained directly from instrumented test vehicles, license plate matching, probe vehicles etc., or from indirect methods such as inductance loop detectors. Because of the widespread deployment of loop detectors, they are one of the most widely used inputs to travel time estimation techniques. There are different methods available to calculate the travel time from loop detector data, such as extrapolation of the point speed values, statistical methods, and models based on traffic flow theory. However, most of these methods fail during the transition period between the normal and congested flow conditions. The present study proposes several modifications to an existing traffic flow theory based model for travel time estimation on freeways, such that the model can estimate travel time for varying traffic flow conditions, including transition period, directly from the loop detector data. Field data collected from the I-35 freeway in San Antonio, Tex., USA, are used for illustrating the results. Automatic vehicle identification data collected from the same location are used for validating the results. Simulated data using CORSIM simulation software are also used for the validation of the model.

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Acknowledgments

The first and third writers would like to thank their research sponsor, the Texas Higher Education Board, as well as the TransLink Research Program at the Texas Transportation Institute, Texas A&M University System for providing the facilities to complete this research. Dr. Williams’ participation in this work was supported by the National Science Foundation through Grant No. NSF0245285.

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Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 135Issue 1January 2009
Pages: 26 - 36

History

Received: Jun 6, 2007
Accepted: Jul 2, 2008
Published online: Jan 1, 2009
Published in print: Jan 2009

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Authors

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Lelitha D. Vanajakshi [email protected].
Assistant Professor, Dept. of Civil Engineering, IIT Madras, Chennai 600 036, India (corresponding author). E-mail: [email protected].
Billy M. Williams [email protected]
Assistant Professor, Dept. of Civil Engineering, North Carolina State Univ., Campus Box 7908, Room 424B, Mann Hall, Raleigh, NC 27695-7908. E-mail: [email protected]
Laurence R. Rilett [email protected]
Keith W. Klaasmeyer Chair in Engineering and Technology, Dept. of Civil Engineering, Univ. of Nebraska, W348 Nebraska Hall, P.O. Box 880531, Lincoln, NE 68588-0531. E-mail: [email protected]

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