Syukur, Abdus (2025) KAJIAN ASPHALT CONCRETE-BINDER COURSE (AC-BC) DENGAN UJI MARSHALL MODIFIKASI AGREGAT HALUS DAN FILLER MENGGUNAKAN ABU CANGKANG SAWIT HASIL PEMBAKARAN MESIN BOILER PT AGRI BUMI SENTOSA. Diploma thesis, UNIVERSITAS ISLAM KALIMANTAN MAB.
![[img]](http://eprints.uniska-bjm.ac.id/style/images/fileicons/text.png) |
Text
Abstrak Abdus Syukur.pdf Download (99kB) |
|
Text
Lembar Pengesahan Abdul Syukur.pdf Download (109kB) |
|
Text
Lembar Pernyataan Abdul Syukur.pdf Download (73kB) |
Abstract
Aspal merupakan material untuk membuat barang jalan raya; sebagai perkerasan jalan yang fleksibel, aspal menghasilkan produk akhir yang bagus dan nyaman. Untuk mengurangi kebutuhan aspal sebagai komponen utama, digunakan juga bahan campuran sifatnya yang dapat digunakan untuk mengurangi kelemahan yang ada pada aspal, seperti penggunaan serbuk gergaji abu cangkang. Campuran aspal Laston AC-BC dengan agregat halus kadar cangkang sawit 10%, 20%, dan filler 25%, 50% pada penelitian ini diganti dengan material abu cangkang sawit. Metodologi penelitian ini dilakukan di Laboratorium Teknik Sipil Universitas Islam Kalimantan Muhammad Arsyad Al-Banjari Banjarmasin dengan menggunakan 12 benda uji, tiga variasi kadar aspal, dan tiga variasi persentase penggantian abu cangkang sawit. Penelitian ini bertujuan untuk mengetahui pengaruh penggantian agregat halus 10%, 20%, dan 25% dengan filler 25% dan 50%. Mengkaji nilai Marshall campuran aspal beton AC-BC dengan abu cangkang sawit dan mengetahui konsentrasi aspal ideal untuk varian kombinasi . Hasil dari pengujian Marshall didapatkan nilai stabilitas, flow, VIM, VMA, VFB, Density, dan Marshall Quotient di substitusi kadar 50% memenuhi spesifikasi, campuran yang tidak memenuhi spesifikasi yaitu nilai VIM 10% sebesar 6,87%, 20% sebesar 9,40%, melebihi batas maksimum dan nilai VFB dikadar 10%, sebesar 63,10%, 20% sebesar 54,79% tidak sampai batas minimum dan nilai VIM 25% sebesar 2,85% tidak sampai batas minimum. Asphalt is a material for making highway goods; as a flexible road pavement, asphalt produces a good and comfortable final product. To reduce the need for asphalt as the main component, a mixture of materials is also used that can be used to reduce the weaknesses in asphalt, such as the use of sawdust and shell ash. The Laston AC-BC asphalt mixture with fine aggregate of 10%, 20%, and 25% filler, 50% in this study was replaced with palm shell ash material. The research methodology was carried out at the Civil Engineering Laboratory of the Islamic University of Kalimantan Muhammad Arsyad Al-Banjari Banjarmasin using 12 test objects, three variations of asphalt content, and three variations of the percentage of palm shell ash replacement. This study aims to determine the effect of replacing 10%, 20%, and 25% fine aggregate with 25% and 50% filler. Studying the Marshall value of the AC-BC asphalt concrete mixture with palm shell ash and determining the ideal asphalt concentration for the combination variant. The results of the Marshall test obtained the stability, flow, VIM, VMA, VFB, Density, and Marshall Quotient values at a substitution rate of 50% met the specifications, the mixture that did not meet the specifications was a VIM value of 10% of 6.87%, 20% of 9.40%, exceeding the maximum limit and the VFB value at a rate of 10%, of 63.10%, 20% of 54.79% did not reach the minimum limit and the VIM value of 25% of 2.85% did not reach the minimum limit.
| Item Type: | Thesis (Diploma) |
|---|---|
| Uncontrolled Keywords: | Agregat Halus, filler,Abu Cangkang Sawit, AC-BC, Marshall. |
| Subjects: | Q Science > Q Science (General) |
| Depositing User: | UPT PPJ |
| Date Deposited: | 12 Apr 2025 03:20 |
| Last Modified: | 12 Apr 2025 03:20 |
| URI: | http://eprints.uniska-bjm.ac.id/id/eprint/27828 |
Actions (login required)
 |
View Item |