PERBANDINGAN METODE PERENCANAAN TEBAL PERKERASAN LENTUR PADA JALAN BATAS PROVINSI

Authors

  • Virginia Claudia Lao Satker Perencanaan dan Pengawasan Jalan Nasional Sulawesi Barat, Kementerian Pekerjaan Umum dan Perumahan Rakyat

DOI:

https://doi.org/10.21776/ub.rekayasasipil.2022.016.03.6

Keywords:

west Sulawesi, flexible pavement thickness, road pavement design manual 2017, component analysis

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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Published

2022-10-11

How to Cite

Lao, V. C. (2022). PERBANDINGAN METODE PERENCANAAN TEBAL PERKERASAN LENTUR PADA JALAN BATAS PROVINSI. Rekayasa Sipil, 16(3), 191–197. https://doi.org/10.21776/ub.rekayasasipil.2022.016.03.6

Issue

Vol. 16 No. 3 (2022): Rekayasa Sipil Vol.16. No.3

Section

Articles

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Copyright (c) 2022 Rekayasa Sipil

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Creative Commons License
This journal is licensed under a Creative Commons Attribution 4.0 International License