This study aimed to estimate the annual average daily traffic in inter-urban networks determining the best correlation (affinity) between the short period traffic counts and permanent traffic counters. A bi-level optimisation problem is proposed in which an agent in an upper level prefixes the affinities between short period traffic counts and permanent traffic counters stations and looks to minimise the annual average daily traffic calculation error while, in a lower level, an origin–destination (O–D) trip matrix estimation problem from traffic counts is solved. The proposed model is tested over the well-known Sioux-Falls network and applied to a real case of Cantabria (Spain) regional road network. The importance of determining appropriate affinity and the effect of localisation of permanent traffic counters stations are discussed.
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October 2015
Research Article|
May 20 2014
Estimation of annual average daily traffic with optimal adjustment factors
Borja Alonso, PhD;
Borja Alonso, PhD
Assistant Professor
University of Cantabria. Department of Transport, ETS Ing de Caminos, Santander, Spain
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José Luis Moura, PhD;
José Luis Moura, PhD
Professor of Transport
University of Cantabria. Department of Transport, ETS Ing de Caminos, Santander, Spain
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Angel Ibeas, PhD;
Angel Ibeas, PhD
Professor of Transport
University of Cantabria. Department of Transport, ETS Ing de Caminos, Santander, Spain
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Juan Pablo Romero, PhD
Juan Pablo Romero, PhD
Researcher
University of Cantabria. Department of Transport, ETS Ing de Caminos, Santander, Spain
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Publisher: Emerald Publishing
Received:
September 26 2012
Accepted:
January 02 2014
Online ISSN: 1751-7710
Print ISSN: 0965-092X
ICE Publishing: All rights reserved
2015
Proceedings of the Institution of Civil Engineers - Transport (2015) 168 (5): 406–414.
Article history
Received:
September 26 2012
Accepted:
January 02 2014
Citation
Alonso B, Moura JL, Ibeas A, Romero JP (2015), "Estimation of annual average daily traffic with optimal adjustment factors". Proceedings of the Institution of Civil Engineers - Transport, Vol. 168 No. 5 pp. 406–414, doi: https://doi.org/10.1680/jtran.12.00074
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