PREDICTION OF SERVICE LIFE BASE ON RELATIONSHIP BETWEEN PSI AND IRI FOR FLEXIBLE PAVEMENT

Uncertainty about the remaining service life of the pavement occurs in developing countries even though the structure is designed with the planned life. As a result, there is damage to the network and the structure and function of the road. Uncertainty in volume, traffic growth that exceeds the plan...

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Main Authors: Muhammad Isradi, Muhammad Isradi, Joewono Prasetijo, Joewono Prasetijo, Yudi Dwi Prasetyo, Yudi Dwi Prasetyo, Nurani Hartatik, Nurani Hartatik, Andri Irfan Rifai, Andri Irfan Rifai
Format: Article
Language:English
Published: PES 2023
Subjects:
Online Access:http://eprints.uthm.edu.my/10111/1/J16267_a7adc05343ed9332c072b54bbf76ca8b.pdf
http://eprints.uthm.edu.my/10111/
https://doi.org/10.24874/PES05.02.009
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spelling my.uthm.eprints.101112023-10-17T06:59:25Z http://eprints.uthm.edu.my/10111/ PREDICTION OF SERVICE LIFE BASE ON RELATIONSHIP BETWEEN PSI AND IRI FOR FLEXIBLE PAVEMENT Muhammad Isradi, Muhammad Isradi Joewono Prasetijo, Joewono Prasetijo Yudi Dwi Prasetyo, Yudi Dwi Prasetyo Nurani Hartatik, Nurani Hartatik Andri Irfan Rifai, Andri Irfan Rifai TH Building construction Uncertainty about the remaining service life of the pavement occurs in developing countries even though the structure is designed with the planned life. As a result, there is damage to the network and the structure and function of the road. Uncertainty in volume, traffic growth that exceeds the plan, and limited funds have a very strong influence on the shape of the road. This study aimed to determine the condition of the road surface and road service functions to find out the service life of the pavement and the relationship between the Present Serviceability Index value and the International Roughness Index on the flexible pavement. Secondary data collection such as IRI and traffic volume is used for modeling and reviewing road service functions. The results show that the remaining road life will end in year 8, a 2-year decrease from the 10-year plan. The relationship between PSI and IRI plans has an R2 value of 0.9981, while the actual condition has an R2 of 0.9976 PES 2023 Article PeerReviewed text en http://eprints.uthm.edu.my/10111/1/J16267_a7adc05343ed9332c072b54bbf76ca8b.pdf Muhammad Isradi, Muhammad Isradi and Joewono Prasetijo, Joewono Prasetijo and Yudi Dwi Prasetyo, Yudi Dwi Prasetyo and Nurani Hartatik, Nurani Hartatik and Andri Irfan Rifai, Andri Irfan Rifai (2023) PREDICTION OF SERVICE LIFE BASE ON RELATIONSHIP BETWEEN PSI AND IRI FOR FLEXIBLE PAVEMENT. Proceedings on Engineering Sciences, 5 (2). pp. 267-274. https://doi.org/10.24874/PES05.02.009
institution Universiti Tun Hussein Onn Malaysia
building UTHM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tun Hussein Onn Malaysia
content_source UTHM Institutional Repository
url_provider http://eprints.uthm.edu.my/
language English
topic TH Building construction
spellingShingle TH Building construction
Muhammad Isradi, Muhammad Isradi
Joewono Prasetijo, Joewono Prasetijo
Yudi Dwi Prasetyo, Yudi Dwi Prasetyo
Nurani Hartatik, Nurani Hartatik
Andri Irfan Rifai, Andri Irfan Rifai
PREDICTION OF SERVICE LIFE BASE ON RELATIONSHIP BETWEEN PSI AND IRI FOR FLEXIBLE PAVEMENT
description Uncertainty about the remaining service life of the pavement occurs in developing countries even though the structure is designed with the planned life. As a result, there is damage to the network and the structure and function of the road. Uncertainty in volume, traffic growth that exceeds the plan, and limited funds have a very strong influence on the shape of the road. This study aimed to determine the condition of the road surface and road service functions to find out the service life of the pavement and the relationship between the Present Serviceability Index value and the International Roughness Index on the flexible pavement. Secondary data collection such as IRI and traffic volume is used for modeling and reviewing road service functions. The results show that the remaining road life will end in year 8, a 2-year decrease from the 10-year plan. The relationship between PSI and IRI plans has an R2 value of 0.9981, while the actual condition has an R2 of 0.9976
format Article
author Muhammad Isradi, Muhammad Isradi
Joewono Prasetijo, Joewono Prasetijo
Yudi Dwi Prasetyo, Yudi Dwi Prasetyo
Nurani Hartatik, Nurani Hartatik
Andri Irfan Rifai, Andri Irfan Rifai
author_facet Muhammad Isradi, Muhammad Isradi
Joewono Prasetijo, Joewono Prasetijo
Yudi Dwi Prasetyo, Yudi Dwi Prasetyo
Nurani Hartatik, Nurani Hartatik
Andri Irfan Rifai, Andri Irfan Rifai
author_sort Muhammad Isradi, Muhammad Isradi
title PREDICTION OF SERVICE LIFE BASE ON RELATIONSHIP BETWEEN PSI AND IRI FOR FLEXIBLE PAVEMENT
title_short PREDICTION OF SERVICE LIFE BASE ON RELATIONSHIP BETWEEN PSI AND IRI FOR FLEXIBLE PAVEMENT
title_full PREDICTION OF SERVICE LIFE BASE ON RELATIONSHIP BETWEEN PSI AND IRI FOR FLEXIBLE PAVEMENT
title_fullStr PREDICTION OF SERVICE LIFE BASE ON RELATIONSHIP BETWEEN PSI AND IRI FOR FLEXIBLE PAVEMENT
title_full_unstemmed PREDICTION OF SERVICE LIFE BASE ON RELATIONSHIP BETWEEN PSI AND IRI FOR FLEXIBLE PAVEMENT
title_sort prediction of service life base on relationship between psi and iri for flexible pavement
publisher PES
publishDate 2023
url http://eprints.uthm.edu.my/10111/1/J16267_a7adc05343ed9332c072b54bbf76ca8b.pdf
http://eprints.uthm.edu.my/10111/
https://doi.org/10.24874/PES05.02.009
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