Queue Length Estimation for Freeway Facilities: Based on Combination of Point Traffic Detector and Automatic Vehicle Identification Data

Author:

Fakharian Qom Somaye1,Hadi Mohammed2,Xiao Yan1,Al-Deek Haitham3

Affiliation:

1. EC 3730, Department of Civil and Environmental Engineering, College of Engineering and Computing, Florida International University, 10555 West Flagler Street, Miami, FL 33174

2. EC 3605, Department of Civil and Environmental Engineering, College of Engineering and Computing, Florida International University, 10555 West Flagler Street, Miami, FL 33174

3. Department of Civil, Environmental, and Construction Engineering, College of Engineering and Computer Science, University of Central Florida, Suite 211, 12800 Pegasus Drive, P.O. Box 162450, Orlando, FL 32816-2450

Abstract

Queue length is a critical performance measure for assessing and managing transportation network performance. Two new methods that integrate data from point traffic detectors and automatic vehicle identification (AVI) readers to estimate the queue length of freeway segments for both off-line and real-time applications are developed in this study. One method estimates the queue length between two detectors by using linear interpolation between the travel time measurement based on AVI data when the link is fully queued and when no queue is present. In the second method, a segment with a partial queue is divided into two subsegments: the first is assumed to be similar to upstream traffic conditions and the second to downstream traffic conditions. Then, the length of each part is calculated from AVI speed data. The performance of these methods is assessed and compared in two case studies that are based on simulation data and real-world data. The results show that using a combination of point detector data and AVI data produces accurate estimates of queue length. The queue estimation method based on cumulative volumes collected with point detectors alone also produces reasonably good estimates but requires additional ramp detection and assumptions regarding moving queue density. The two combination methods produce results that are close to each other based on simulation data and real-world data. The segmentation method produces better results based on real-world data.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Civil and Structural Engineering

Reference6 articles.

1. Van LintJ. W. C. Reliable Freeway Travel Time Estimation. PhD dissertation. Delft University of Technology, Netherlands, 2004.

2. ZhangW. Freeway Travel Time Estimation Based on Spot Speed Measurements. PhD dissertation. Virginia Polytechnic Institute and State University, Blacksburg, 2006.

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