Design of Geometric and Rigid Pavement Thickness on Jalan Lingkar Barat Sp. Sports Center - Bukit Sulap STA 0+100 - STA 7+583 Lubuklinggau City, South Sumatera Province

Kosim Kosim; Julian Fikri; Siswa Indra; Kiky Rizky Amalia; Intan Puspita Sari; Yudha Prasetya

doi:10.2991/ahe.k.220205.004

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Design of Geometric and Rigid Pavement Thickness on Jalan Lingkar Barat Sp. Sports Center - Bukit Sulap STA 0+100 - STA 7+583 Lubuklinggau City, South Sumatera Province

Authors

Kosim Kosim¹^{, *}, Julian Fikri¹, Siswa Indra¹, Kiky Rizky Amalia¹, Intan Puspita Sari², Yudha Prasetya²

¹Lecturer of Teknik Sipil Politeknik Negeri Sriwijaya

²Student of Prodi D-1V Perancangan Jalan dan Jembatan Politeknik Negeri Sriwijaya

^*Corresponding author. Email: kosimmt@gmail.com

Corresponding Author

Kosim Kosim

Available Online 14 February 2022.

DOI: 10.2991/ahe.k.220205.004 How to use a DOI?
Keywords: Road; Geometric Design; Rigid Pavement Thickness
Abstract: Road construction is one of the government’s efforts to facilitate the mobilization of the Indonesian people, both economically and socially. The purpose of this study was to design the geometric and rigid pavement thickness on Jalan Lingkar Barat SP Sports Center - Bukit Sulap STA 0+100 to STA 7+583 Lubuklinggau City, South Sumatra Province. The method used in this study was reviewing the vehicle volume, road terrain, and vehicle traffic load data. The analyses used were horizontal and vertical alignment calculations, and pavement thickness calculations. The generated design was referred to the standard criteria issued by the Indonesian Ministry of Public Works and Public Housing. The result from reviewing the vehicle volume, road terrain, and vehicle traffic load exhibited a total annual average daily traffic of 24404.06 SMP/day. Therefore, this road has been classified as Jalan Arteri Kelas I. From the alignment calculation, the road was designed with 11 bends: 4 Spiral-Circle-Spiral (SCS) bends, 4 Full-Circle (FC) bends, and 3 Spiral-Spiral (SS) bends, with an average speed recommended in the plan was 70 km/h. As from the pavement thickness calculation, the pavement designed was the rigid pavement with a thickness of 19 cm and a bottom layer of sand gravel mixture with a thickness of 15 cm.
Copyright: © 2022 The Authors. Published by Atlantis Press International B.V.
Open Access: This is an open access article under the CC BY-NC license.

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Volume Title: Proceedings of the 5th FIRST T1 T2 2021 International Conference (FIRST-T1-T2 2021)
Series: Atlantis Highlights in Engineering
Publication Date: 14 February 2022
ISBN: 978-94-6239-535-0
ISSN: 2589-4943
DOI: 10.2991/ahe.k.220205.004 How to use a DOI?
Open Access: This is an open access article under the CC BY-NC license.

Cite this article

ris enw bib

TY  - CONF
AU  - Kosim Kosim
AU  - Julian Fikri
AU  - Siswa Indra
AU  - Kiky Rizky Amalia
AU  - Intan Puspita Sari
AU  - Yudha Prasetya
PY  - 2022
DA  - 2022/02/14
TI  - Design of Geometric and Rigid Pavement Thickness on Jalan Lingkar Barat Sp. Sports Center - Bukit Sulap STA 0+100 - STA 7+583 Lubuklinggau City, South Sumatera Province
BT  - Proceedings of the 5th FIRST T1 T2 2021 International Conference (FIRST-T1-T2 2021)
PB  - Atlantis Press
SP  - 19
EP  - 25
SN  - 2589-4943
UR  - https://doi.org/10.2991/ahe.k.220205.004
DO  - 10.2991/ahe.k.220205.004
ID  - Kosim2022
ER  -

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