Pengaruh Penggunaan Asbuton LGA B50/30 Terhadap Sifat Campuran Laston AC-WC

Authors

  • Faizal Faizal Program Studi Teknik Sipil, Fakultas Teknik, Universitas Bosowa
  • Abdul Rahim Nurdin Program Studi Teknik Sipil, Fakultas Teknik, Universitas Bosowa
  • Tamrin Mallawangeng Program Studi Teknik Sipil, Fakultas Teknik, Universitas Bosowa

DOI:

https://doi.org/10.56326/jptsk.v3i1.4231

Keywords:

Kekuatan, Ketahanan Deformasi, Ketahanan Terhadap Air, Daya Tahan Jalan, Kualitas Campuran

Abstract

The use of Asbuton B50/30 in Asphalt Concrete-Wearing Course (laston) mixtures represents an intriguing innovation in road construction. This study aims to evaluate the impact of Asbuton B50/30 on the quality of laston mixtures, focusing on strength, cohesion, thermal stability, viscosity, and the potential for utilizing local resources. The experimental method includes a series of laboratory and field tests to examine various laston compositions with Asbuton B50/30. Results indicate that adding Asbuton B50/30 significantly improves structural strength and material stiffness, as well as cohesion between mix components and thermal stability. However, changes in asphalt viscosity and the implications for local material usage should also be considered, as they can affect costs and resource efficiency. These findings provide valuable insights for infrastructure development, particularly in considering Asbuton B50/30 as an alternative for Asphalt Concrete-Wearing Course mixtures. Utilizing Asbuton B50/30 has the potential not only to enhance road performance and durability but also to support sustainability by maximizing local resources, making it an appealing choice for the road construction industry in the future.

References

Ardhian, H., Welarana, C., Wulandari, P. S., & Patmadjaja, H. (2012). Pengaruh Penggunaan Asbuton Butir pada Campuran Laston. 1–8.

Ariyanti, D., Sutrisno, Widarto, Haza, & Faizien, Z. (2018). Pengaruh Komposisi Agregat Kasar Terhadap Campuran Asphalt Concrete-Wearing Course (AC-WC). Rekayasa Dan Inovasi Teknik Sipil, 3(1), 58–65.

Bina Marga. (2014). Spesifikasi Umum Bina Marga 2010 Divisi 6 Revisi 3 tentang Perkerasan Aspal. Kementerian Pekerjaan Umum Direktorat Jenderal Bina Marga.

Lubis, Adelia Khairunnisa Kumalasari, & Nurdin, A. (2022). Pengaruh Variasi Jumlah Lintasan Pemadatan Terhadap Kepadatan Perkerasan Asphalt Concrete Binder Course. Jurnal Talenta Sipil, 5(1), 85–92.

Mochammad, A., Indriyani, N., Siegfried, & Mulyawati, F. (2023). Analisis Kelekatan Aspal Polimer (Elastomer dan Plastomer) Terhadap Agregat. Jurnal Rekayasa Infrastruktur, 9(1), 88–93.

Rendra, A., & Mudjanarko, S. W. (2020). Analisis Perbandingan Karakteristik Asbuton Pracampur dengan Asbuton Pracampur ditambah plastik HDPE untuk laston AC-WC. Universitas Narotama Surabaya.

Sabaruddin. (n.d.). Perancangan Geonetrik Jalan.

Sujiartono, A., & Mudjanarko, S. W. (2021). Analisis Karakteristik Modifikasi Asbuton Butir B50/30 dengan Aspal Pen 60/70. Universitas Narotama Surabaya.

Sukarman, & Silvia. (2003). Beton Aspal Campuran Panas. Yayasan Obor Indonesia.

Susilowati, A., & Wiyono, E. (2004). Variasi Suhu Pemadatan Pada Campuran Beton Aspal Menggunakan Bahan Tambah Anti Stripping. Construction and Material Journal, 1(1), 12–20.

Tjaronge, M. W., Irmawati, R., & Muralia, H. (2020). Effect of Buton Granular Asphalt Gradation and Cement as Filler on Performance of Cold Mix Asphalt Using Limestone Aggregate. Journal of Engineering Science and Technology, 15(1), 419–433.

Wahidi, R. (2013). Potret Pembangunan Infrastruktur Jalan dan Jembatan di Indonesia. Kekal Press.

Wirahaji, I. B., Wardani, M. C., & Widyatmika, M. A. (2018). Kendala Penggunaan Asbuton Pada Proyek Jalan di Indonesia. 11(2), 33–42.

Downloads

Published

2025-01-30