Evaluasi Kelayakan Agregat Halus Campuran Beton Konstruksi Bangunan pada ASTM

Arnoldus Fredrik Otto Cangkung, Claudius Lippershey B. Caling, Kasmir Gon, Maria Kalista H. Sabu, Eleonora Vilgia P. Beyan, Karolina V. D. Ihut, Antonius A. Jo

Abstract


A maximum Fine aggregate is one of the main components in concrete mixtures, playing a crucial role in improving density, strength, and workability in construction materials. This study aims to analyze the characteristics of fine aggregate from Tuke Nikit sand based on ASTM C33 standards, including tests for silt content, moisture content, specific gravity, water absorption, and particle gradation. The test results indicate that the average silt content is 1.73%, which is below the maximum limit of 3–5% according to ASTM C117. The average moisture content is 2.35%, which may affect the water-cement ratio in concrete mixtures. The average specific gravity is 2.35, which falls within the normal range; however, the high water absorption rate (7.43%) indicates a relatively high porosity. Gradation analysis shows that the sand meets ASTM C33 specifications and is classified as well-graded, making it suitable for use in building construction. Based on these findings, Tuke Nikit sand can be recommended as a viable fine aggregate for concrete mixtures, although moisture content and porosity control are necessary to maintain construction quality.

Keywords


keyword1 fine aggregate, ASTM C33, gradation, silt content, building construction.

References


Agung Priyono, S., & Agustapraja, H. R. (2021). Limbah Bata Ringan untuk Bahan Campuran Agregat Halus Terhadap Kuat Tekan Pada Beton K-250. Jurnal Teknik, 19(1), 23–31. https://doi.org/10.37031/jt.v19i1.159

ASTM C33/ C33M. (2008). Standard specification for concrete aggregates, ASTM C 33-86. Annual Book of ASTM Standards, 11, 11.

Bumulo, N., & Rusnadin, N. W. (2018). Analisa Agregat Halus Pasir Zona III Dengan Agregat Kasar Ukuran 20 mm Dan 40 mm Untuk Uji Kuat Tekan Mutu Beton Pada Campuran Beton Normal. Gorontalo Journal of Infrastructure and Science Engineering, 1(1), 11. https://doi.org/10.32662/gojise.v1i1.136

Dwi Prakasa, I., & Safitri, D. (2021). Pengujian Kadar Air Agregat Halus. Ilmuteknik.Org, 1(3), 2021–2022.

Elisabeth, S., Lukar, C., Pandaleke, R., & Wallah, S. (2020). Pengujian Modulus Elastisitas Pada Beton Dengan Menggunakan Tras Sebagai Substitusi Parsial Agregat Halus. Jurnal Sipil Statik, 8(1), 33–38. https://ejournal.unsrat.ac.id/index.php/jss/article/view/27691/27208

Gardjito, E., Candra, A. I., & Cahyo, Y. (2018). Pengaruh Penambahan Batu Karang Sebagai Substitusi Agregat Halus Dalampembuatan Paving Block. UKaRsT, 2(1), 35. https://doi.org/10.30737/ukarst.v2i1.374

Hudori, M., Tandedi, M., Sentanu, A. T., & Ferdinand, M. A. (2022). Studi Pengujian Kadar Lumpur Agregat Halus Pada Pasir Di Kota Batam. Racic : Rab Construction Research, 7(1), 96–103. https://doi.org/10.36341/racic.v7i1.2536

Meihizkia, Hunggurami, & M., T. (2018). Kuat Tekan Beton Menggunakan Agregat Halus Sungai Benlelang Dan Sungai Lembur Serta Agregat Kasar Sungai Lembur. Jurnal Teknik Sipil, 7(1), 31–36.

Suhartini, A., Gunartri, A. S. S., & Hasan, A. (2014). Pengaruh Penambahan Tumbukan Limbah Botol Kaca Sebagai Bahan Subtitusi Agregat Halus Terhadap Kuat Tekan Dan Kuat Lentur Beton. Jurnal BENTANG, 2(1), 66–80.

Sulistiar, F., Yunianta, A., & Wantoro, M. (2024). Penggunaan Pasir Pantai Sebagai Agregat Halus Dalam Pembuatan Beton Scc. PROSIDING : Seminar Nasional Teknik Sipil.




DOI: http://dx.doi.org/10.30811/portal.v17i2.7372

Refbacks

  • There are currently no refbacks.


Copyright (c) 2025 Arnoldus Fredrik Otto Cangkung