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Tinjauan Mutu Agregat Lapis Pondasi Kelas A Pada Pekerjaan Peningkatan Kapasitas Struktur Jalan Asphalt Hot Mix Ac-Bc (Studi Kasus Quarry Desa Amesiu Kecamatan Pondidaha Kabupaten Konawe)

Media Konstruksi : Jurnal Ilmiah Teknik Sipil · Vol. 8 No. 2 (2023) · pp. 67–72

DOI
10.33772/jmk.v8i2.29279
ISSN
2503-2712
Published
2023-07-04
Publisher
PRODI D3 TEKNIK SIPIL
Language
eng
License
creativecommons.org/licenses/by/4.0

Abstract

Road is a transportation infrastructure that functions to support human activities and needs in terms of mobility to achieve economic and non-economic goals. The purpose of this research was to find out class A aggregate material quality usedwith refers to the general specifications of Bina Marga in 2018. Theresearch carried out by surveying the locations stock pile, this method was needed to obtain primary and secondary data. The results of testing the characteristics of the aggregate, the results obtained Sieve analysis tests have met the specifications for class A aggregate, specific gravity of coarse aggregate is 3.20, specific gravity of fine aggregate is 2.81, density of loose coarse aggregate is 1.58 and dense is 1.82, density of loose fine aggregate is 1.81 and dense 1.90, aggregate wear 24.22%, maximum dry density 2.689 gram/ cm3, optimum moisture content 3.80%, CBR 100% γd maximum 142%, CBR 95% γd maximum 108%.conclusionIn Class A aggregate material used Fulfill General Specifications for Highways 2018 (Division 5). Jalan merupakan suatu prasarana transportasi yang berfungsi mendukung aktivitas dan kebutuhan manusia dalam hal mobilitas untuk mencapai tujuan ekonomi dan non ekonomi. Tujuan penelitian ini untuk mengetahui mutu material agregat kelas A yang digunakan dengan mengacu pada spesifikasi umum Bina Marga tahun 2018. Metode penelitian dilakukan dengan melakukan survey pada lokasi stock pile, metode ini dibutuhkan untuk mendapatkan data primer dan sekunder. Hasil pengujian karakteristik agregat, diperoleh hasil pengujian analisa saringan telah memenuhi spesifikasi agregat kelas A, berat jenis agregat kasar 3,20, berat jenis agregat halus 2,81, berat isi agregat kasar lepas 1,58 dan padat 1,82, berat isi agregat halus lepas 1,81 dan padat 1,90, keausan agregat 24,22%, kepadatan kering maksimum 2,689 gram/ cm3, kadar air optimum 3,80%, nilai CBR 100% γd maksimum 142%, CBR 95% γd maksimum 108%. Kesimpulannya material agregat kelas a yang digunakan memenuhi Spesifikasi Umum Bina Marga 2018 (Divisi 5).

Collaboration network of the authors

40 authors · 172 co-authorship links · 14 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 Islam Negeri Ar-Raniry
  • Universitas Sembilanbelas November Kolaka
  • Sekolah Tinggi Teknologi Ronggolawe Cepu
  • Andalas University
  • Affiliation unknown
  • Different organisations
  • Same organisation
  • Affiliation unknown
  • Thicker line = more joint articles · bigger circle = more articles
Show as table
Co-authorOrganisationJoint articles
sulha sulhaAffiliation unknown22
Nasrul NasrulUniversitas Halu Oleo6
Fitriah FitriahUniversitas Islam Negeri Ar-Raniry6
Fitriah Mas'udAffiliation unknown5
Mappa NashrunAffiliation unknown4
La Ode Muhammad Al MurshalatAffiliation unknown4
Rini SriyaniAffiliation unknown3
Baso MursidiAffiliation unknown3
Romy S. E. TamburakaAffiliation unknown3
Sultan Machmud Hasan MasikkiAffiliation unknown3
Fathur Rahman RustanUniversitas Sembilanbelas November Kolaka3
Agustan AgustanUniversitas Halu Oleo3
RIdwansyah NuhunAffiliation unknown3
Try Sugiyarto SoeparyantoUniversitas Halu Oleo3
Muh. Handy Dwi AdityawanUniversitas Halu Oleo2
Siti Nurjanah AhmadUniversitas Halu Oleo2
Hadafia’dy Hadafia’dyAffiliation unknown2
La Ode Muhamad Nurrakhmad ArsyadUniversitas Halu Oleo2
Evy YusufAffiliation unknown2
Masdiana MasdianaUniversitas Halu Oleo2
Romy TalanipaUniversitas Halu Oleo2
La WelendoAffiliation unknown2
Ainul Fatayaatis SalaamahSekolah Tinggi Teknologi Ronggolawe Cepu1
Try SugiyartoAffiliation unknown1
Adrianto YusufAffiliation unknown1
Muhammad Handy Dwi AdityawanAffiliation unknown1
Tuti AlawiaAffiliation unknown1
Putra Dwijanto MangokiAffiliation unknown1
Ainussalbi Al IkhsanAffiliation unknown1
La Ode HajiAffiliation unknown1
Sabil SabilAffiliation unknown1
Minson SimatupangUniversitas Halu Oleo1
Renaldy PundissingAffiliation unknown1
Rismon RismonAffiliation unknown1
Abdul RajabAndalas University1
Layori LayoriAffiliation 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/MedKons/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">Tinjauan Mutu Agregat Lapis Pondasi Kelas A Pada Pekerjaan Peningkatan Kapasitas Struktur Jalan Asphalt Hot Mix Ac-Bc (Studi Kasus Quarry Desa Amesiu Kecamatan Pondidaha Kabupaten Konawe)</dc:title>
	<dc:creator>Ikhsar, Ikhsar</dc:creator>
	<dc:creator>Sarita, Umran</dc:creator>
	<dc:creator>Mustika, Wayan</dc:creator>
	<dc:creator>Minmahddun, Anafi</dc:creator>
	<dc:description xml:lang="en-US">Road is a transportation infrastructure that functions to support human activities and needs in terms of mobility to achieve economic and non-economic goals. The purpose of this research was  to find out class A aggregate material quality usedwith refers to the general specifications of Bina Marga in 2018. Theresearch carried out by surveying the locations stock pile, this method was needed to obtain primary and secondary data. The results of testing the characteristics of the aggregate, the results obtained  Sieve analysis tests have met the specifications for class A aggregate, specific gravity of coarse aggregate is 3.20, specific gravity of fine aggregate is 2.81, density of loose coarse aggregate is 1.58 and dense is 1.82, density of loose fine aggregate is 1.81 and dense 1.90, aggregate wear 24.22%, maximum dry density 2.689 gram/ cm3, optimum moisture content 3.80%, CBR 100% γd maximum 142%, CBR 95% γd maximum 108%.conclusionIn Class A aggregate material used Fulfill General Specifications for Highways 2018 (Division 5). Jalan merupakan suatu prasarana transportasi yang berfungsi mendukung aktivitas dan kebutuhan manusia dalam hal  mobilitas untuk mencapai tujuan ekonomi dan non ekonomi. Tujuan  penelitian ini untuk mengetahui mutu material agregat kelas A yang digunakan dengan mengacu pada spesifikasi umum Bina Marga tahun 2018. Metode penelitian dilakukan  dengan melakukan survey pada lokasi stock pile, metode ini  dibutuhkan untuk mendapatkan data primer dan  sekunder. Hasil pengujian karakteristik agregat , diperoleh  hasil  pengujian analisa saringan telah memenuhi spesifikasi agregat kelas A,  berat jenis agregat kasar 3,20  , berat jenis agregat halus 2,81 , berat isi agregat kasar lepas 1,58 dan padat 1,82, berat isi agregat halus lepas 1,81 dan padat 1,90, keausan agregat 24,22%, kepadatan kering maksimum 2,689 gram/ cm3, kadar air optimum 3,80%, nilai CBR 100% γd maksimum 142%, CBR 95% γd maksimum 108%. Kesimpulannya material agregat kelas a yang digunakan memenuhi Spesifikasi Umum Bina Marga 2018 (Divisi 5).</dc:description>
	<dc:publisher xml:lang="en-US">PRODI D3 TEKNIK SIPIL</dc:publisher>
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	<dc:date>2023-07-04</dc:date>
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	<dc:identifier>https://ojs.uho.ac.id/index.php/MedKons/article/view/29279</dc:identifier>
	<dc:identifier>10.33772/jmk.v8i2.29279</dc:identifier>
	<dc:source xml:lang="en-US">Media Konstruksi : Jurnal Ilmiah Teknik Sipil; Vol 8, No 2 (2023); 67-72</dc:source>
	<dc:source>2503-2712</dc:source>
	<dc:source>10.33772/jmk.v8i2</dc:source>
	<dc:language>eng</dc:language>
	<dc:relation>https://ojs.uho.ac.id/index.php/MedKons/article/view/29279/18618</dc:relation>
	<dc:rights xml:lang="en-US">Copyright (c) 2023 Media Konstruksi : Jurnal Ilmiah Teknik Sipil</dc:rights>
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