Model-Based Approach for Queue and Delay Estimation at Signalized Intersections with Erroneous Automated Data

Author:

Anusha S. P.1,Sharma A.2,Vanajakshi L.3,Subramanian S. C.4,Rilett L. R.5

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai 600036, India.

2. Associate Professor, Dept. of Civil Engineering, Univ. of Iowa, Iowa City, IA 52242.

3. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai 600036, India (corresponding author).

4. Associate Professor, Dept. of Engineering Design, Indian Institute of Technology Madras, Chennai 600036, India.

5. Professor and Director, Mid-America Transportation Center, Univ. of Nebraska—Lincoln, Lincoln, NE 68583-0851.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference28 articles.

1. Akcelik R. (1980). “Time dependent expressions for delay stop rate and queue length at traffic signals.” Australian Road Research Board Internal Rep. AIR Melbourne VIC Austrailia 367–1.

2. Akcelik R. (1981). “Traffic signals: Capacity and timing analysis.” Research Rep. No. 123 Australian Road Research Board Melbourne VIC Austrailia.

3. Balke K. Charara H. and Parker R. (2005). “Development of a traffic signal performance measurement system (TSPMS).” Rep. No. 0-4422-2 Texas Transportation Institute College Station TX.

4. Briedis P. and Samuels S. (2010). “The accuracy of inductive loop detectors.” Proc. ARRB Conf. ARRB Group VIC Australia.

5. Chang J. Talas M. and Muthuswamy S. (2012). “A simple methodology to estimate queue lengths at signalized intersections using detector data.” Proc. 91st Transportation Research Board Annual Meeting National Academies Washington DC.

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