Riding Quality Model for Asphalt Pavement Monitoring Using Phase Array Type L-band Synthetic Aperture Radar (PALSAR)

There are difficulties associated with near-real time or frequent pavement monitoring, because it is time consuming and costly. This study aimed to develop a binary logit model for the evaluation of highway riding quality, which could be used to monitor pavement conditions. The model was applied to...

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Main Authors: Kamiya Yoshikazu, Weerakaset Suanpaga
Format: Article
Language:English
Published: MDPI AG 2010-11-01
Series:Remote Sensing
Subjects:
IRI
Online Access:http://www.mdpi.com/2072-4292/2/11/2531/
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spelling doaj-85ad7f9aadea44ba90beb94f92af87342020-11-25T01:26:00ZengMDPI AGRemote Sensing2072-42922010-11-012112531254610.3390/rs2112531Riding Quality Model for Asphalt Pavement Monitoring Using Phase Array Type L-band Synthetic Aperture Radar (PALSAR)Kamiya YoshikazuWeerakaset SuanpagaThere are difficulties associated with near-real time or frequent pavement monitoring, because it is time consuming and costly. This study aimed to develop a binary logit model for the evaluation of highway riding quality, which could be used to monitor pavement conditions. The model was applied to investigate the influence of backscattering values of Phase Array type L-band Synthetic Aperture Radar (PALSAR). Training data obtained during 3–7 May 2007 was used in the development process, together with actual international roughness index (IRI) values collected along a highway in Ayutthaya province, Thailand. The analysis showed that an increase in the backscattering value in the HH or the VV polarization indicated the poor condition of the pavement surface and, of the two, the HH polarization is more suitable for developing riding quality evaluation. The model developed was applied to analyze highway number 3467, to demonstrate its capability. It was found that the assessment accuracy of the prediction of the highway level of service was 97.00%. This is a preliminary study of the proposed technique and more intensive investigation must be carried out using ALOS/PALSAR images in various seasons. http://www.mdpi.com/2072-4292/2/11/2531/IRIPALSARflexible pavement quality evaluationlogit model
collection DOAJ
language English
format Article
sources DOAJ
author Kamiya Yoshikazu
Weerakaset Suanpaga
spellingShingle Kamiya Yoshikazu
Weerakaset Suanpaga
Riding Quality Model for Asphalt Pavement Monitoring Using Phase Array Type L-band Synthetic Aperture Radar (PALSAR)
Remote Sensing
IRI
PALSAR
flexible pavement quality evaluation
logit model
author_facet Kamiya Yoshikazu
Weerakaset Suanpaga
author_sort Kamiya Yoshikazu
title Riding Quality Model for Asphalt Pavement Monitoring Using Phase Array Type L-band Synthetic Aperture Radar (PALSAR)
title_short Riding Quality Model for Asphalt Pavement Monitoring Using Phase Array Type L-band Synthetic Aperture Radar (PALSAR)
title_full Riding Quality Model for Asphalt Pavement Monitoring Using Phase Array Type L-band Synthetic Aperture Radar (PALSAR)
title_fullStr Riding Quality Model for Asphalt Pavement Monitoring Using Phase Array Type L-band Synthetic Aperture Radar (PALSAR)
title_full_unstemmed Riding Quality Model for Asphalt Pavement Monitoring Using Phase Array Type L-band Synthetic Aperture Radar (PALSAR)
title_sort riding quality model for asphalt pavement monitoring using phase array type l-band synthetic aperture radar (palsar)
publisher MDPI AG
series Remote Sensing
issn 2072-4292
publishDate 2010-11-01
description There are difficulties associated with near-real time or frequent pavement monitoring, because it is time consuming and costly. This study aimed to develop a binary logit model for the evaluation of highway riding quality, which could be used to monitor pavement conditions. The model was applied to investigate the influence of backscattering values of Phase Array type L-band Synthetic Aperture Radar (PALSAR). Training data obtained during 3–7 May 2007 was used in the development process, together with actual international roughness index (IRI) values collected along a highway in Ayutthaya province, Thailand. The analysis showed that an increase in the backscattering value in the HH or the VV polarization indicated the poor condition of the pavement surface and, of the two, the HH polarization is more suitable for developing riding quality evaluation. The model developed was applied to analyze highway number 3467, to demonstrate its capability. It was found that the assessment accuracy of the prediction of the highway level of service was 97.00%. This is a preliminary study of the proposed technique and more intensive investigation must be carried out using ALOS/PALSAR images in various seasons.
topic IRI
PALSAR
flexible pavement quality evaluation
logit model
url http://www.mdpi.com/2072-4292/2/11/2531/
work_keys_str_mv AT kamiyayoshikazu ridingqualitymodelforasphaltpavementmonitoringusingphasearraytypelbandsyntheticapertureradarpalsar
AT weerakasetsuanpaga ridingqualitymodelforasphaltpavementmonitoringusingphasearraytypelbandsyntheticapertureradarpalsar
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