Overall assessment on flexible pavement maintenance activities along North South Expressway Northern Region: From Alor Setar KM51.40 to Sungai Petani KM 107.90

The purpose of this study is to establish the complete assessment of flexible pavement maintenance activities carried out from Sungai Petani KM107.90 to Alor Setar KM51.40, Section N2,North South Expressway Northern Region. The assessment includes the visual inspection to determine the rating criter...

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Published in:AIP Conference Proceedings
Main Author: Albar A.; Osman M.H.; Dollah Z.; Musir A.A.; Roslan N.Z.
Format: Conference paper
Language:English
Published: American Institute of Physics Inc. 2018
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85055515474&doi=10.1063%2f1.5062649&partnerID=40&md5=35323a506d79dbd5b3928aa8f75d7888
id 2-s2.0-85055515474
spelling 2-s2.0-85055515474
Albar A.; Osman M.H.; Dollah Z.; Musir A.A.; Roslan N.Z.
Overall assessment on flexible pavement maintenance activities along North South Expressway Northern Region: From Alor Setar KM51.40 to Sungai Petani KM 107.90
2018
AIP Conference Proceedings
2020

10.1063/1.5062649
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85055515474&doi=10.1063%2f1.5062649&partnerID=40&md5=35323a506d79dbd5b3928aa8f75d7888
The purpose of this study is to establish the complete assessment of flexible pavement maintenance activities carried out from Sungai Petani KM107.90 to Alor Setar KM51.40, Section N2,North South Expressway Northern Region. The assessment includes the visual inspection to determine the rating criteria for each defect found on the flexible pavement and the determination of proper rehabilitation work along Section N2 by referring to Inspection Manual for Pavement Maintenance Management System - PLUS Bhd and OPUS NMM NRO and Buku Panduan Pemeriksaan Penyelenggaraan Bulanan Lebuhraya-Lembaga Lebuhraya Malaysia (LLM). Quality Assurance and Quality Control (QA/QC) practice also been incorporated throughout the assessment as listed in Method Statement in Work Order and Standard Specification for Road Works JKR/SPJ/2008-S4 Fexible Pavement. It is including before, during and after rehabilitation work is implemented. From the visual inspection, cracking recorded the highest percentage of the defect found on north bound with 32%, while south bound recorded as 44%. Both are categorized in rating C condition which require repairs for user comfort which mill and pave method been chosen for repairing works after considering several factors; such as optimum time and cost. A good assessment at defected area will increase the life span of the pavement and minimize the overall maintenance cost. © 2018 Author(s).
American Institute of Physics Inc.
0094243X
English
Conference paper

author Albar A.; Osman M.H.; Dollah Z.; Musir A.A.; Roslan N.Z.
spellingShingle Albar A.; Osman M.H.; Dollah Z.; Musir A.A.; Roslan N.Z.
Overall assessment on flexible pavement maintenance activities along North South Expressway Northern Region: From Alor Setar KM51.40 to Sungai Petani KM 107.90
author_facet Albar A.; Osman M.H.; Dollah Z.; Musir A.A.; Roslan N.Z.
author_sort Albar A.; Osman M.H.; Dollah Z.; Musir A.A.; Roslan N.Z.
title Overall assessment on flexible pavement maintenance activities along North South Expressway Northern Region: From Alor Setar KM51.40 to Sungai Petani KM 107.90
title_short Overall assessment on flexible pavement maintenance activities along North South Expressway Northern Region: From Alor Setar KM51.40 to Sungai Petani KM 107.90
title_full Overall assessment on flexible pavement maintenance activities along North South Expressway Northern Region: From Alor Setar KM51.40 to Sungai Petani KM 107.90
title_fullStr Overall assessment on flexible pavement maintenance activities along North South Expressway Northern Region: From Alor Setar KM51.40 to Sungai Petani KM 107.90
title_full_unstemmed Overall assessment on flexible pavement maintenance activities along North South Expressway Northern Region: From Alor Setar KM51.40 to Sungai Petani KM 107.90
title_sort Overall assessment on flexible pavement maintenance activities along North South Expressway Northern Region: From Alor Setar KM51.40 to Sungai Petani KM 107.90
publishDate 2018
container_title AIP Conference Proceedings
container_volume 2020
container_issue
doi_str_mv 10.1063/1.5062649
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-85055515474&doi=10.1063%2f1.5062649&partnerID=40&md5=35323a506d79dbd5b3928aa8f75d7888
description The purpose of this study is to establish the complete assessment of flexible pavement maintenance activities carried out from Sungai Petani KM107.90 to Alor Setar KM51.40, Section N2,North South Expressway Northern Region. The assessment includes the visual inspection to determine the rating criteria for each defect found on the flexible pavement and the determination of proper rehabilitation work along Section N2 by referring to Inspection Manual for Pavement Maintenance Management System - PLUS Bhd and OPUS NMM NRO and Buku Panduan Pemeriksaan Penyelenggaraan Bulanan Lebuhraya-Lembaga Lebuhraya Malaysia (LLM). Quality Assurance and Quality Control (QA/QC) practice also been incorporated throughout the assessment as listed in Method Statement in Work Order and Standard Specification for Road Works JKR/SPJ/2008-S4 Fexible Pavement. It is including before, during and after rehabilitation work is implemented. From the visual inspection, cracking recorded the highest percentage of the defect found on north bound with 32%, while south bound recorded as 44%. Both are categorized in rating C condition which require repairs for user comfort which mill and pave method been chosen for repairing works after considering several factors; such as optimum time and cost. A good assessment at defected area will increase the life span of the pavement and minimize the overall maintenance cost. © 2018 Author(s).
publisher American Institute of Physics Inc.
issn 0094243X
language English
format Conference paper
accesstype
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