Kumala, Melinda (2025) PERBANDINGAN PENGGUNAAN PASIR CEMPAKA BANJARBARU, PASIR PANTAI TAKISUNG DAN PASIR SUNGAI BARITO PADA AGREGAT HALUS UNTUK PERKERASAN LASTON AC-WC. Diploma thesis, UNIVERSITAS ISLAM KALIMANTAN MAB.
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Abstrak Melinda Kumala.pdf Download (196kB) |
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Lembar Pengesahan Melinda Kumala.pdf Download (248kB) |
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Lembar Pernyataan Melinda.pdf Download (337kB) |
Abstract
Aspal merupakan bahan utama dalam perkerasan jalan. Aspal memiliki beberapa jenis, yaitu aspal alam, aspal keras, aspal cair, dan aspal modifikasi. Metode penelitian yang digunakan adalah eksperimental, dimana campuran aspal dengan membandingkan variasi pasir Sungai Barito, Pasir Cempaka Banjarbaru dan pasir Pantai Takisung disiapkan untuk diuji menggunakan uji Marshall.Hasil penelitian dengan variasi pasir Sungai Barito, pasir Cempaka Banjarbaru dan pasir Pantai Takisung dengan mengamati sifat-sifat campuran aspal hasil dari pengujian marshall yang meliputi VMA, VIM, VFB, Stabilitas dan Flow maka dari hasil peneilitian ini didapat Kadar Aspal Optimum variasi pasir Sungai Barito yaitu 5,75%, Kadar Aspal Optimum variasi pasir Cempaka Banjarbaruy aitu 6,00%, Kadar Aspal Optimum variasi pasir Pantai Takisung yaitu 5,25% dan nilai Stabilitas variasi pasir Sungai Barito yaitu 1240,00 kg, nilai Stabilitas variasi pasir Cempaka Banjarbaru yaitu 1661,50 kg, nilai Stabilitas variasi pasir Pantai Takisung yaitu 1871,06 kg yang artinya telah memenuhi spesifikasi Bina Marga 2018 Divisi 6 revisi 2 untuk campuran beraspal Laston AC-WC. Asphalt is the main material in road paving. Asphalt has several types, namely natural asphalt, hard asphalt, liquid asphalt, and modified asphalt. The research method used is experimental, where the asphalt mixture by comparing the variations of Barito River sand, Cempaka Banjarbaru sand and Takisung Beach sand is prepared for testing using the Marshall test. The results of the study with variations of Barito River sand, Cempaka Banjarbaru sand and Takisung Beach sand by observing the properties of the asphalt mixture from the Marshall test results including VMA, VIM, VFB, Stability and Flow, then from the results of this study, the Optimum Asphalt Content of the Barito River sand variation is 5.75%, the Optimum Asphalt Content of the Cempaka Banjarbaru sand variation is 6.00%, the Optimum Asphalt Content of the Takisung Beach sand variation is 5.25% and the Stability value of the Barito River sand variation is 1240.00 kg, the Stability value of the Cempaka Banjarbaru sand variation is 1661.50 kg, the Stability value of the Takisung Beach sand variation is 1871.06 kg which means that it has met the specifications of Bina Marga 2018 Division 6 revision 2 for Laston AC-WC asphalt mixture.
| Item Type: | Thesis (Diploma) |
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| Uncontrolled Keywords: | Pasir Sungai Barito, Pasir Cempaka Banjarbaru, Pasir Pantai Takisung, Laston |
| Subjects: | Q Science > Q Science (General) |
| Depositing User: | UPT PPJ |
| Date Deposited: | 24 Jun 2025 05:25 |
| Last Modified: | 24 Jun 2025 05:25 |
| URI: | http://eprints.uniska-bjm.ac.id/id/eprint/30027 |
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