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Virginia Claudia Lao
Satker Perencanaan dan Pengawasan Jalan Nasional Sulawesi Barat, Kementerian Pekerjaan Umum dan Perumahan Rakyat
Civil Engineering, Building, Construction & Architecture

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PERBANDINGAN METODE PERENCANAAN TEBAL PERKERASAN LENTUR PADA JALAN BATAS PROVINSI Virginia Claudia Lao
Rekayasa Sipil Vol. 16 No. 3 (2022): Rekayasa Sipil Vol.16. No.3
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Brawijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21776/ub.rekayasasipil.2022.016.03.6

Abstract

Due to getting development and  improvement zone area in West Sulawesi Province, the Kalumpang–Bonehau-Batas South Sulawesi route is planned to be upgraded to a national road from a district road. The purpose of this study was to compare the 2017 pavement design manual method and component analysis in planning the flexible pavement thickness of inter-provincial roads. The design of flexible pavement thickness uses the 2017 road pavement design manual method, namely AC-WC 40 mm, AC-BC 60 mm, AC-Base 80 mm, and class A top layer 300 mm. The results of the component analysis method, namely the thickness of the surface layer using a mixture of laston is 5 cm, the top foundation layer uses 20 cm class A crushed stone and the lower foundation layer uses 10 cm class A sandstone.
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