Azmi, Ahmad Fikri (2025) PEMANFAATAN LIMBAH BETON SEBAGAI SUBTITUSI AGREGAT KASAR TERHADAP CAMPURAN LASTON AC-BASE. Diploma thesis, UNIVERSITAS ISLAM KALIMANTAN MAB.
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Abstract
Limbah beton sering kali menjadi masalah lingkungan karena sulit diolah dan memiliki dampak negatif terhadap lingkungan jika tidak dikelola dengan baik. Penelitian ini bertujuan untuk mengeksplorasi potensi limbah beton sebagai bahan tambahan dalam campuran aspal untuk meningkatkan kinerja dan keberlanjutan jalan raya. Pengujian dilakukan di Laboratorium Struktur Teknik Sipil Universitas Islam Kalimantan Muhammad Arsyad Al Banjari, Kalimantan Selatan. Metode penelitian yang digunakan adalah eksperimental, dimana campuran limbah beton dengan variase presentase agregat kasar limbah beton (10%, 20%, dan 30%) disiapkan diuji menggunakan uji Marshall. Dari hasil penelitian ini komposisi campuran yang memenuhi spesifikasi adalah, variasi 10% Stabilitas = 1821,17 Kg, Flow = 3,33 mm, VIM = 4,00%, VMA = 14,86%, VFB = 68,13%, Density = 2,28%, hasil variasi 10% lebih dominan dari variasi 20% dan 30% jadi dapat disimpulkan bahwa semakin tinggi kadar persentase variasi tidak mendominankan untuk mencapai spesifikasi AC-BASE Concrete waste is often an environmental problem because it is difficult to process and has a negative impact on the environment if not managed properly. This study aims to explore the potential of concrete waste as an additional material in asphalt mixtures to improve the performance and sustainability of highways. Testing was carried out at the Civil Engineering Structure Laboratory of the Islamic University of Kalimantan Muhammad Arsyad Al Banjari, South Kalimantan. The research method used was experimental, where a mixture of concrete waste with variations in the percentage of coarse aggregate of concrete waste (10%, 20%, and 30%) was prepared and tested using the Marshall test. From the results of this study, the composition of the mixture that meets the specifications is, variation 10% Stability = 1821.17 Kg, Flow = 3.33 mm, VIM = 4.00%, VMA = 14.86%, VFB = 68.13%, Density = 2.28%, the results of the 10% variation are more dominant than the variations of 20% and 30% so it can be concluded that the higher the percentage of variation is not dominant in achieving the AC-BASE specifications
| Item Type: | Thesis (Diploma) |
|---|---|
| Uncontrolled Keywords: | Agregat kasar, Limbah Beton Sisa Hasil Pengujian Beton, AC-BASE, Marshall. |
| Subjects: | Q Science > Q Science (General) |
| Depositing User: | UPT PPJ |
| Date Deposited: | 06 May 2025 03:47 |
| Last Modified: | 06 May 2025 03:47 |
| URI: | http://eprints.uniska-bjm.ac.id/id/eprint/29386 |
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