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ANALISIS TINJAUAN PERENCANAAN TEBAL PERKERASAN KAKU (RIGID PAVEMENT) DENGAN METODE MANUAL DESAIN PERKERASAN 2017 (MDP 2017) (Studi Kasus: Jalan Wisata Kendari - Toronipa)

STABILITA || Jurnal Ilmiah Teknik Sipil · Vol. 8 No. 2 (2020)

DOI
10.55679/jts.v8i2.13681
ISSN
2657-2273, 2338-2899
Published
2020-08-23
Publisher
Fakultas Teknik Jurusan Sipil Universitas Halu Oleo
Language
eng
License
creativecommons.org/licenses/by/4.0

Abstract

ABSTRAK Pemerintah selalu mendorong sektor pariwisata dan meningkatkan perekonomian masyarakat di sekitar kawasan ini, sehingga sangat diperlukan sarana dan prasarana transportasi yang memadai demikian pula Jalan wisata Kendari-Toronipa merupakan jalan provinsi yang menghubungkan Kota Kendari dan Kabupaten Konawe. Sebagai wilayah yang sektor pertumbuhan ekonominya dipicu oleh kegiatan eksploitasi tambang maka pada ruas jalan tersebut terjadi pembebanan kendaraan berat berulang terus menerus. Jalan ini direncanakan menggunakan tipe perkerasan kaku dengan umur rencana mencapai 40 tahun.Penelitian ini bertujuan untuk mengetahui tebal perkerasan kaku serta membuat perbandingan terkait lapis tebal perkerasan kaku pada jalan wisata Kendari– Toronipa, Provinsi Sulawesi Tenggara. Metode penelitian ini adalah metode Manual Desain Perkerasan 2017 (MDP 2017) dengan data pendukung yang berhubungan dengan penentuan tebal perkerasan sebelum dilakukan tinjauan perancangan tebal perkerasan kaku di jalan wisata Kendari-Toronipa.Hasil Penelitian ini menghasilka nilai tebal perkerasan sebesar 28,5 cm dan 26,5 cm untuk kondisi eksisting pada jalan wisata Kendari-Toronipa yang berarti terjadi perbedaan ketebalan sebesar 2 cm. Kata Kunci: MDP 2017, Perkerasan Kaku, Tebal PerkerasanABSTRACT The government always encourages the tourism sector and improves the economy of the people around this area, so it is necessary to have adequate transportation facilities and infrastructure as well as the Kendari-Toronipa tourist road which is a provincial road that connects Kendari City and Konawe Regency. As an area whose economic growth sector is triggered by mining exploitation activities, this road segment is subject to repeated heavy vehicle loading. This road is planned to use a rigid pavement type with a design life of up to 40 years.This study aims to determine the thickness of rigid pavement and to make comparisons related to the thickness of the rigid pavement on the tourist road of Kendari - Toronipa, Southeast Sulawesi Province.This research method is the method of Pavement Design Manual 2017 (MDP 2017) with supporting data related to the determination of pavement thickness before a rigid pavement thickness design review is carried out on the Kendari-Toronipa tourist road.The results of this study resulted in pavement thickness values of 28.5 cm and 26.5 cm for the existing conditions on the Kendari-Toronipa tourist road, which means a thickness difference of 2 cm. Keywords: MDP 2017, Rigid Pavement, Pavement Thickness

Keywords

Collaboration network of the authors

40 authors · 200 co-authorship links · 15 across different organisations · showing the 40 most connected

Hover or tap a name to highlight its co-authors. Double-click to open the author's page.

  • Universitas Halu Oleo
  • Universitas Sembilanbelas November Kolaka
  • Universitas Islam Negeri Ar-Raniry
  • Affiliation unknown
  • Different organisations
  • Same organisation
  • Affiliation unknown
  • Thicker line = more joint articles · bigger circle = more articles
Show as table
Co-authorOrganisationJoint articles
Nasrul NasrulUniversitas Halu Oleo8
La WelendoAffiliation unknown7
sulha sulhaAffiliation unknown7
Baso MursidiAffiliation unknown7
Romy TalanipaUniversitas Halu Oleo6
Try Sugiyarto SoeparyantoUniversitas Halu Oleo5
Muh Thahir AzikinAffiliation unknown4
Ranno Marlany RachmanAffiliation unknown4
RIdwansyah NuhunAffiliation unknown4
Muhammad Buttomi MasgodeUniversitas Sembilanbelas November Kolaka3
Masdiana MasdianaUniversitas Halu Oleo3
Fitriah Mas'udAffiliation unknown3
Rini SriyaniAffiliation unknown3
Ridwan Syah NuhunUniversitas Halu Oleo3
Fitriah FitriahUniversitas Islam Negeri Ar-Raniry3
La Ode Muhamad Nurrakhmad ArsyadUniversitas Halu Oleo3
Arman HidayatUniversitas Sembilanbelas November Kolaka2
Primus SantosoUniversitas Halu Oleo2
Edward NgiiUniversitas Halu Oleo2
Wayan MustikaAffiliation unknown2
Anafi MinmahddunUniversitas Halu Oleo2
Muriadin MuriadinUniversitas Halu Oleo2
Tryantini Sundi PutriAffiliation unknown2
Ahmad Syarif SukriUniversitas Halu Oleo2
Adris A. PutraAffiliation unknown2
Mappa NashrunAffiliation unknown2
Al Tafakur La OdeUniversitas Sembilanbelas November Kolaka1
Muhammad Bottomi MasgodeAffiliation unknown1
Ummu KalsumUniversitas Sembilanbelas November Kolaka1
Ayu Dita DamayantiUniversitas Sembilanbelas November Kolaka1
Arya DirgantaraUniversitas Sembilanbelas November Kolaka1
La Ode DzakirUniversitas Sembilanbelas November Kolaka1
Al Tafakur LaodeUniversitas Sembilanbelas November Kolaka1
Heri SantosoUniversitas Sembilanbelas November Kolaka1
Retno PuspaningtyasUniversitas Sembilanbelas November Kolaka1
Ahmad Faqih AmsaAffiliation unknown1

Affiliations come from OpenAlex; journal OAI-PMH metadata carries none. Authors without an OpenAlex ID are matched by name, which can merge or split people.

Metadata source: OAI-PMH (metadata jurnal) https://ojs.uho.ac.id/index.php/stabilita_jtsuho/oai, first harvested 31 Okt 2026, last seen 31 Okt 2026.
Original metadata (oai_dc) 
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	<dc:title xml:lang="en-US">ANALISIS TINJAUAN PERENCANAAN TEBAL PERKERASAN KAKU (RIGID PAVEMENT) DENGAN METODE MANUAL DESAIN PERKERASAN 2017 (MDP 2017) (Studi Kasus : Jalan Wisata Kendari - Toronipa)</dc:title>
	<dc:creator>Nanang, La Ode</dc:creator>
	<dc:creator>Azikin, Muhamad Thahir</dc:creator>
	<dc:creator>Ahmad, Siti Nurjanah</dc:creator>
	<dc:creator>Rustan, Fathur Rahman</dc:creator>
	<dc:subject xml:lang="en-US">MDP 2017; Perkerasan Kaku; Tebal Perkerasan</dc:subject>
	<dc:description xml:lang="en-US">ABSTRAK Pemerintah selalu mendorong sektor pariwisata dan meningkatkan perekonomian masyarakat di sekitar kawasan ini, sehingga sangat diperlukan sarana dan prasarana transportasi yang memadai demikian pula Jalan wisata Kendari-Toronipa merupakan jalan provinsi yang menghubungkan Kota Kendari dan Kabupaten Konawe. Sebagai wilayah yang sektor pertumbuhan ekonominya dipicu oleh kegiatan eksploitasi tambang maka pada ruas jalan tersebut terjadi pembebanan kendaraan berat berulang terus menerus. Jalan ini direncanakan menggunakan tipe perkerasan kaku dengan umur rencana mencapai 40 tahun.Penelitian ini bertujuan untuk mengetahui tebal perkerasan kaku serta membuat perbandingan terkait lapis tebal perkerasan kaku pada jalan wisata Kendari– Toronipa, Provinsi Sulawesi Tenggara. Metode penelitian ini adalah metode Manual  Desain Perkerasan 2017 (MDP 2017) dengan data pendukung yang berhubungan dengan penentuan tebal perkerasan sebelum dilakukan tinjauan perancangan tebal perkerasan kaku di jalan wisata Kendari-Toronipa.Hasil Penelitian ini menghasilka nilai tebal perkerasan sebesar 28,5 cm dan 26,5 cm untuk kondisi eksisting pada jalan wisata Kendari-Toronipa yang berarti terjadi perbedaan ketebalan sebesar 2 cm. Kata Kunci : MDP 2017, Perkerasan Kaku, Tebal PerkerasanABSTRACT The government always encourages the tourism sector and improves the economy of the people around this area, so it is necessary to have adequate transportation facilities and infrastructure as well as the Kendari-Toronipa tourist road which is a provincial road that connects Kendari City and Konawe Regency. As an area whose economic growth sector is triggered by mining exploitation activities, this road segment is subject to repeated heavy vehicle loading. This road is planned to use a rigid pavement type with a design life of up to 40 years.This study aims to determine the thickness of rigid pavement and to make comparisons related to the thickness of the rigid pavement on the tourist road of Kendari - Toronipa, Southeast Sulawesi Province.This research method is the method of Pavement Design Manual 2017 (MDP 2017) with supporting data related to the determination of pavement thickness before a rigid pavement thickness design review is carried out on the Kendari-Toronipa tourist road.The results of this study resulted in pavement thickness values of 28.5 cm and 26.5 cm for the existing conditions on the Kendari-Toronipa tourist road, which means a thickness difference of 2 cm. Keywords: MDP 2017, Rigid Pavement, Pavement Thickness</dc:description>
	<dc:publisher xml:lang="en-US">Fakultas Teknik Jurusan Sipil Universitas Halu Oleo</dc:publisher>
	<dc:contributor xml:lang="en-US"></dc:contributor>
	<dc:date>2020-08-23</dc:date>
	<dc:type>info:eu-repo/semantics/article</dc:type>
	<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
	<dc:type xml:lang="en-US">Peer-reviewed Article</dc:type>
	<dc:format>application/pdf</dc:format>
	<dc:identifier>https://ojs.uho.ac.id/index.php/stabilita_jtsuho/article/view/13681</dc:identifier>
	<dc:identifier>10.55679/jts.v8i2.13681</dc:identifier>
	<dc:source xml:lang="en-US">STABILITA || Jurnal Ilmiah Teknik Sipil; Vol 8, No 2 (2020): STABILITA || Jurnal Ilmiah Teknik Sipil; Hal. 71 – 78</dc:source>
	<dc:source>2657-2273</dc:source>
	<dc:source>2338-2899</dc:source>
	<dc:source>10.55679/jts.v8i2</dc:source>
	<dc:language>eng</dc:language>
	<dc:relation>https://ojs.uho.ac.id/index.php/stabilita_jtsuho/article/view/13681/9587</dc:relation>
	<dc:rights xml:lang="en-US">Copyright (c) 2020 La Ode Nanang, Muhamad Thahir Azikin, Siti Nurjanah Ahmad, Fathur Rahman Rustan</dc:rights>
	<dc:rights xml:lang="en-US">http://creativecommons.org/licenses/by/4.0</dc:rights>
</oai_dc:dc>