Assessing Expected Accuracy of Probe Vehicle Travel Time Reports
Author:
Affiliation:
1. P.E.
2. Asst. Prof., Dept. of Civ. Engrg., Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1. E-mail: bhellinga@uwaterloo.ca
3. Asst. Prof., Dept. of Civ. Engrg., Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1. E-mail: lfu@uwaterloo.ca
Publisher
American Society of Civil Engineers (ASCE)
Subject
Transportation,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%281999%29125%3A6%28524%29
Reference10 articles.
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2. Boyce D. Kirson A. and Schofer J. (1991b). . “Design and implementation of ADVANCE: The Illinois dynamic navigation and route guidance program.” Proc. Vehicle Navigation and Information Sys. Conf. Vol. 1 Society of Automotive Engineers Warrendale Pa. 415–426.
3. Hurdle V. F. (1984). “Signalized intersection delay models—A primer for the uninitiated.” Transp. Res. Rec. 971 Transportation Research Board Washington D.C. 96–105.
4. Sen A. Soot S. Ligas J. and Tian X. (1997a). . “Arterial link travel time estimation: Probes detectors and assignment-type models.” Proc. 70th Annu. Meeting of the Transp. Res. Board Preprint No. 970943 .
5. Frequency of Probe Reports and Variance of Travel Time Estimates
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