Analisis Kelayakan Limbah Keramik Sebagai Pengganti Agregat Halus Untuk Campuran Aspal Beton

Authors

  • Muhammad Chaeder Ali Program Studi Teknik Sipil, Fakultas Teknik, Universitas Bosowa
  • Abdul Rahim Nurdin Program Studi Teknik Sipil, Fakultas Teknik, Universitas Bosowa
  • Ahmad Yauri Yunus Program Studi Teknik Sipil, Fakultas Teknik, Universitas Bosowa

DOI:

https://doi.org/10.56326/jptsk.v2i3.3402

Keywords:

Limbah Keramik, Aspal Beton, Stabilitas Marshall

Abstract

Asphalt concrete is an even mixture of aggregate and asphalt as a binder. Before mixing, the two ingredients must be heated to dry the aggregate and get a sufficient liquid level of asphalt to make the mixture easy. Ceramic waste can be used as an alternative aggregate in asphalt concrete mixtures. They must be ground until they meet the standard fine aggregate grain diameter. The objective of this research is to evaluate that the fine aggregate samples studied are crushed ceramic waste; to evaluate ceramics used as fine aggregates in hot asphalt mixes that meet asphalt concrete quality standards; and to evaluate the properties of hot asphalt that uses ceramic waste as fine aggregates. I chose the title of this research because ceramic waste improves asphalt concrete's quality. The research uses the Marshall testing method, which is meant to determine the resistance (stability) to plastic melting (flow) of the asphalt and aggregate mixture. The asphalt concrete mixture uses a variety of ceramic waste fine aggregates of 100%, 75%, 50% and 25%. With  The 100% ceramic waste asphalt mix had the highest Marshall stability value, with an average of 1561.07 kg; the 25% ceramic waste asphalt mix had the lowest, with an average of 1548.31 kg.

References

Bachman, L. R. (1974). Road Life Cycle. Journal of the Construction Division, 100(3), 357-361.

Departemen Pekerjaan Umum, "Pedoman Perencanaan Campuran Beraspal Dengan Kepadatan Mutlak", Direktorat Jenderal Bina Marga, 1999.

Departemen Pekerjaan Umum, "Spesifikasi Umum Divisi 6.3 Tentang Campuran Beraspal Panas Revisi 3", Direktorat Jenderal Bina Marga, 2010.

Federal Highway Administration. (2013). Pavement Management Primer. Washington, DC: U.S. Department of Transportation.

Harinaldi. "Prinsip-prinsip Statistik Untuk Teknik Dan Sains". Erlangga, Jakarta, 2005.

Officials, American Association of State Highway and Transportation. AASHTO Guide for Design of Pavement Structures, 1993. AASHTO, 1993.

Silvia Sukirman, "Perkerasan Lentur Jalan Raya", Nova, Bandung, 1999. Standar Nasional Indonesia, "Agregat Halus, Metode Pengujian Berat Jenis dan Penyerapan Air, SNI 03-1970- 1990", Badan Standarisasi Nasional, 1990.

Standar Nasional Indonesia, "Agregat Kasar, Metode Pengujian Berat Jenis dan Penyerapan Air, SNI 03-1969-1990", Badan Standarisasi Nasional,1990.

Standar Nasional Indonesia, "Bahan Aspal, Metode Pengujian Penetrasi, SNI 2456:2011", Badan Standarisasi Nasional, 2011.

Standar Nasional Indonesia, "Cara Uji Titik Nyala dan Titik Bakar Aspal Dengan Alat Cleveland Open Cup, SNI 2433:2011", Badan Standarisasi Nasional, 2011.

Transportation Research Board. (2015). Highway Capacity Manual, 6th Edition. Washington, DC: National Academies Press.

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Published

2024-09-30