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Improved vehicle classification from dual-loop detectors in congested traffic
Institution:1. The Ohio State University, Department of Civil, Environmental, and Geodetic Engineering, Hitchcock Hall 470, 2070 Neil Ave, Columbus, OH 43210, United States;2. The Ohio State University, Department of Electrical and Computer Engineering, 205 Dreese Laboratory, 2015 Neil Ave, Columbus, OH 43210, United States;1. Institute of Mathematics, Faculty of Science, Pavol Jozef Šafárik University in Košice, Jesenná 5, SK 040 01 Košice, Slovakia;2. Linz Institute of Technology and Department of Applied Statistics, Johannes Kepler University in Linz, Altenberger Straße 69, 4040 Linz, Austria;1. School of Economics and Management, University of Chinese Aacedemy of Sciences, Beijing 100190, China;2. School of Economics, Central University of Finance and Economics, Beijing 100081, China;3. School of Economics & Statistics, Guangzhou University, Guangzhou 510006, China;4. School of Economics, Capital University of Economics and Business, Beijing 100070, China;5. School of Humanities and Social Science, Beijing Institute of Technology, Beijing 100081, China;6. School of Economics and Business Administration, Chongqing University, Chongqing 400030, China
Abstract:Vehicle classification is an important traffic parameter for transportation planning and infrastructure management. Length-based vehicle classification from dual loop detectors is among the lowest cost technologies commonly used for collecting these data. Like many vehicle classification technologies, the dual loop approach works well in free flow traffic. Effective vehicle lengths are measured from the quotient of the detector dwell time and vehicle traversal time between the paired loops. This approach implicitly assumes that vehicle acceleration is negligible, but unfortunately at low speeds this assumption is invalid and length-based classification performance degrades in congestion.To addresses this problem, we seek a solution that relies strictly on the measured effective vehicle length and measured speed. We analytically evaluate the feasible range of true effective vehicle lengths that could underlie a given combination of measured effective vehicle length, measured speed, and unobserved acceleration at a dual loop detector. From this analysis we find that there are small uncertainty zones where the measured length class can differ from the true length class, depending on the unobserved acceleration. In other words, a given combination of measured speed and measured effective vehicle length falling in the uncertainty zones could arise from vehicles with different true length classes. Outside of the uncertainty zones, any error in the measured effective vehicle length due to acceleration will not lead to an error in the measured length class. Thus, by mapping these uncertainty zones, most vehicles can be accurately sorted to a single length class, while the few vehicles that fall within the uncertainty zones are assigned to two or more classes. We find that these uncertainty zones remain small down to about 10 mph and then grow exponentially as speeds drop further.Using empirical data from stop-and-go traffic at a well-tuned loop detector station the best conventional approach does surprisingly well; however, our new approach does even better, reducing the classification error rate due to acceleration by at least a factor of four relative to the best conventional method. Meanwhile, our approach still assigns over 98% of the vehicles to a single class.
Keywords:Dual loop detector  Length-based vehicle classification  Freeway traffic  Congested traffic
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