Analisis Karakteristik Uji Marshall pada Campuran AC-BC Menggunakan Pasir Kuarsa Limbah PDAM sebagai Substitusi Filler
DOI:
https://doi.org/10.59188/jurnalsostech.v6i10.33002Keywords:
Campuran AC-BC, Pasir Kuarsa Limbah PDAM, Nilai MQAbstract
Pemanfaatan limbah pengolahan air sebagai bahan konstruksi berpotensi menyediakan alternatif filler pada perkerasan beraspal. Penelitian ini bertujuan menilai karakteristik Marshall campuran Asphalt Concrete–Binder Course (AC-BC) dengan pasir kuarsa limbah Perusahaan Daerah Air Minum (PDAM) sebagai substitusi filler serta menentukan proporsi terbaik berdasarkan parameter mekanis dan volumetrik. Penelitian menggunakan metode eksperimen laboratorium dengan agregat dari Quarry Kema, Lansot, Kabupaten Minahasa Utara, dan aspal penetrasi 60/70. Pasir kuarsa dibersihkan, dikeringkan, dan diayak hingga lolos saringan No. 200. Kadar aspal optimum ditentukan menggunakan variasi kadar aspal 5,0–7,0%, kemudian digunakan pada substitusi filler sebesar 0%, 25%, 50%, 75%, dan 100%, dengan pemadatan 75 tumbukan pada setiap sisi. Hasil menunjukkan kadar aspal optimum sebesar 5,6%. Substitusi 25% menghasilkan stabilitas 1.322,93 kg, flow 3,61 mm, Marshall Quotient 368,31 kg/mm, VIM 3,90%, VMA 14,88%, dan VFB 74,53%. Stabilitas tertinggi ditemukan pada substitusi 50%, sebesar 1.420,22 kg, sedangkan substitusi 75% dan 100% menghasilkan VIM melebihi 5%. Temuan ini menunjukkan bahwa peningkatan substitusi tidak selalu menghasilkan keseimbangan karakteristik campuran yang lebih baik. Substitusi 25% memberikan kombinasi parameter paling sesuai dalam kondisi pengujian dan berpotensi menjadi alternatif filler AC-BC. Pengujian durabilitas, ketahanan terhadap kelembapan, deformasi permanen, serta validasi lapangan diperlukan sebelum penerapan lebih luas untuk memastikan kelayakan dalam kondisi pelayanan.
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