Study of Flexible Pavement Structure Maintenance in Runways with Pavement Condition Index (PCI) Method

Runway is an area in an airport for aircrafts to land and take off. The maintenance of the facilities on both the airside and landside must be taken care of in order to maximize the performance of the airport. Based on the aircraft type service plan of Balikpapan Sultan Aji Muhammad Sulaiman Sepingg...

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Main Authors: Meilinda Atika Rachman, Harmein Rahman, Bambang Sugeng Subagio, Sri Hendarto
Format: Article
Language:English
Published: Institut Teknologi Bandung 2020-04-01
Series:Jurnal Teknik Sipil
Subjects:
pcn
Online Access:http://journals.itb.ac.id/index.php/jts/article/view/12234/pdf_28
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spelling doaj-cb12343e58db4b8bb201724e8f0ae6b52020-11-25T02:59:47ZengInstitut Teknologi BandungJurnal Teknik Sipil0853-29822549-26592020-04-01271253810.5614/jts.2020.27.1.4Study of Flexible Pavement Structure Maintenance in Runways with Pavement Condition Index (PCI) MethodMeilinda Atika Rachman0Harmein Rahman1Bambang Sugeng Subagio2Sri Hendarto3Institut Teknologi BandungInstitut Teknologi BandungInstitut Teknologi BandungInstitut Teknologi BandungRunway is an area in an airport for aircrafts to land and take off. The maintenance of the facilities on both the airside and landside must be taken care of in order to maximize the performance of the airport. Based on the aircraft type service plan of Balikpapan Sultan Aji Muhammad Sulaiman Sepinggan Airport and to maximize the performance of airports at present and in the future, an assessment of the condition of the runway with a Pavement Condition Index (PCI) value parameter on the flexible pavement to obtain the optimal repair or maintenance needs was carried out. The PCI obtained in 2019 was 61 (fair). Based on the PCI value in the runway, an evaluation was conducted with COMFAA and FAARFIELD to obtain the most critical aircraft PCN value in 2019. Segment 1, which is assumed to be half of the runway length which is sta 0 + 000 to 1 + 250, has a PCN value of 34.3 and segment 2, assumed to be of sta 1 + 250 - 2 + 500, has a PCN value of 33.2 where the ACN value for critical aircraft B777 - 300 ER is 89.3. In accordance with the recommendation of FAA AC-5380-6C, the most optimal scenario is scenario 2, which is major rehabilitation with the handling type of inlay - scrape and fill every 7 years when the PCI value is 49 (poor) and in the following years, routine maintenance would be done with patching. The total handling fee for 20 years of maintenance with scenario 2 is Rp. 195,377,000,000.http://journals.itb.ac.id/index.php/jts/article/view/12234/pdf_28pavement condition indexrunwaypcn
collection DOAJ
language English
format Article
sources DOAJ
author Meilinda Atika Rachman
Harmein Rahman
Bambang Sugeng Subagio
Sri Hendarto
spellingShingle Meilinda Atika Rachman
Harmein Rahman
Bambang Sugeng Subagio
Sri Hendarto
Study of Flexible Pavement Structure Maintenance in Runways with Pavement Condition Index (PCI) Method
Jurnal Teknik Sipil
pavement condition index
runway
pcn
author_facet Meilinda Atika Rachman
Harmein Rahman
Bambang Sugeng Subagio
Sri Hendarto
author_sort Meilinda Atika Rachman
title Study of Flexible Pavement Structure Maintenance in Runways with Pavement Condition Index (PCI) Method
title_short Study of Flexible Pavement Structure Maintenance in Runways with Pavement Condition Index (PCI) Method
title_full Study of Flexible Pavement Structure Maintenance in Runways with Pavement Condition Index (PCI) Method
title_fullStr Study of Flexible Pavement Structure Maintenance in Runways with Pavement Condition Index (PCI) Method
title_full_unstemmed Study of Flexible Pavement Structure Maintenance in Runways with Pavement Condition Index (PCI) Method
title_sort study of flexible pavement structure maintenance in runways with pavement condition index (pci) method
publisher Institut Teknologi Bandung
series Jurnal Teknik Sipil
issn 0853-2982
2549-2659
publishDate 2020-04-01
description Runway is an area in an airport for aircrafts to land and take off. The maintenance of the facilities on both the airside and landside must be taken care of in order to maximize the performance of the airport. Based on the aircraft type service plan of Balikpapan Sultan Aji Muhammad Sulaiman Sepinggan Airport and to maximize the performance of airports at present and in the future, an assessment of the condition of the runway with a Pavement Condition Index (PCI) value parameter on the flexible pavement to obtain the optimal repair or maintenance needs was carried out. The PCI obtained in 2019 was 61 (fair). Based on the PCI value in the runway, an evaluation was conducted with COMFAA and FAARFIELD to obtain the most critical aircraft PCN value in 2019. Segment 1, which is assumed to be half of the runway length which is sta 0 + 000 to 1 + 250, has a PCN value of 34.3 and segment 2, assumed to be of sta 1 + 250 - 2 + 500, has a PCN value of 33.2 where the ACN value for critical aircraft B777 - 300 ER is 89.3. In accordance with the recommendation of FAA AC-5380-6C, the most optimal scenario is scenario 2, which is major rehabilitation with the handling type of inlay - scrape and fill every 7 years when the PCI value is 49 (poor) and in the following years, routine maintenance would be done with patching. The total handling fee for 20 years of maintenance with scenario 2 is Rp. 195,377,000,000.
topic pavement condition index
runway
pcn
url http://journals.itb.ac.id/index.php/jts/article/view/12234/pdf_28
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AT harmeinrahman studyofflexiblepavementstructuremaintenanceinrunwayswithpavementconditionindexpcimethod
AT bambangsugengsubagio studyofflexiblepavementstructuremaintenanceinrunwayswithpavementconditionindexpcimethod
AT srihendarto studyofflexiblepavementstructuremaintenanceinrunwayswithpavementconditionindexpcimethod
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