Uji Kepadatan Mutlak Campuran Aspal AC-WC Menggunakan Material Batuan Clay Shale dari Desa Bonglo Kecamatan Bassesangtempe Utara Kabupaten Luwu

Afgan Nugraha; Jusmidah Jusmidah; Muhammad Fikri; Nurhidayah4 Nurhidayah4

doi:10.35965/eco.v25i2.6719

Authors

Afgan Nugraha Program Studi Teknik Sipil, Fakultas Teknik, Jurusan Sipil, Universitas Andi Djemma, Palopo
Jusmidah Jusmidah Program Studi Teknik Sipil, Fakultas Teknik, Jurusan Sipil, Universitas Andi Djemma, Palopo
Muhammad Fikri Program Studi Teknik Sipil, Fakultas Teknik, Jurusan Sipil, Universitas Andi Djemma, Palopo
Nurhidayah4 Nurhidayah4 Program Studi Teknik Sipil, Fakultas Teknik, Jurusan Sipil, Universitas Andi Djemma, Palopo

DOI:

https://doi.org/10.35965/eco.v25i2.6719

Keywords:

Clay Shale, AC-WC, Kepadatan Mutlak, Filler, Marshall Test

Abstract

Penelitian bertujuan untuk menganalisis pengaruh penggunaan batuan clay shale sebagai material substitusi filler pada campuran aspal AC-WC terhadap kepadatan mutlak dan karakteristik Marshall. Material diambil dari Desa Bonglo, Kecamatan Bassesangtempe Utra Kabupaten Luwu. Pengujian laboratorium dilakukan dengan dua metode pemadatan, yakni kepadatan normal (2 × 75 tumbukan) dan kepadatan mutlak (2 × 400 tumbukan), dengan variasi kadar aspal 5,0%–7,0%. Hasil menunjukkan bahwa nilai optimum kadar aspal berada pada 6,75% untuk kepadatan normal dan 5,75% untuk kepadatan mutlak, dengan karakteristik stabilitas, flow, VIM, VMA, VFB, dan Marshall Quotient yang sesuai spesifikasi.

This study aims to analyze the effect of using clay shale as a filler substitute in AC-WC asphalt mixtures on absolute density and Marshall Quotient characteristics. The material was taken from Bonglo Village, Basse Sangtempe District, Luwu Regency. Laboratory testing was conducted using two compaction methods: normal density (2×75 impacts) and absolute density (2×400 impacts), with asphalt content varying from 5.0% to 7.0%. The results showed that the optimum asphalt content was 6.75% for normal density and 5.75% for absolute density, with stability, flow, VIM, VMA, VFB, and Marshall Quotient characteristics meeting specifications.

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