Analisis Karakteristik Kalsium Karbonat (CACO3) sebagai Filler pada Campuran Aspal Panas

Yudhistira Ananto Putra, Nurani Hartatik

Abstract


In the continuous effort to enhance the efficiency and sustainability of road pavement construction, research on alternative filler materials has become a primary focus. This study aims to analyze the feasibility of the characteristics of Calcium Carbonate (CaCO3) as a substitute filler in hot mix asphalt. Testing was conducted through sieve analysis, specific gravity testing, and sulfur and chloride content testing. The research adheres to the 2018 General Specifications of Bina Marga, SNI 0013-81, and ASTM C 618-05 regulations. The analysis results indicate that Calcium Carbonate (CaCO3) can be considered as a viable alternative filler material. Sieve analysis using two samples with an average percentage passing the No.200 sieve of 99.06% complies with the requirements of the 2018 General Specifications of Bina Marga, which stipulates a minimum value of 75% of the initial weight for filler sieve analysis. Specific gravity testing reveals an average value for calcium carbonate filler of 2.70 gr/cm3, meeting the SNI 0013-81 standard with a minimum value of 2.50 gr/cm3, making it suitable for use in hot mix asphalt. Sulfur and chloride content testing produces a Chloride (Cl) Content value of 0.004% using the Spectrophotometric method and a Sulfur (S) value of <0.01% using the Gravimetric method. Both values comply with ASTM C 618-05, which sets the limit for sulfur and chloride content at 0.05%. Therefore, Calcium Carbonate (CaCO3) can be considered a feasible alternative as a filler material in hot mix asphalt, based on the test results and compliance with applicable standards.

Keywords


(Calcium Carbonate (CaCO3); Sieve Analysis; Specific Gravity; Filler; Hotmix).

References


Campuran, K., Aspal, B., & Aus, L. (n.d.). CaCO3---------------- Æ CaO + CO2.

Direktorat Jenderal Bina Marga. (2018). Spesifikasi Umum Jalan Bebas Hambatan dan Jalan Tol. 1013.

For, L., & Mixtures, A. (2007). Lime For Asphalt Mixtures. 33446–33447.

SNI 0013-81. (2004). Pelaksanaan perkerasan jalan beton semen. 1–32.

Kementrian Direktorat Jenderal Bina Marga. (2018). Spesifikasi Umum 2018. Edaran Dirjen Bina Marga Nomor 02/SE/Db/2018, September.

Marín, J., & Romaguera, S. (2012). Submetrizable Yoneda complete structures for a metric dcpo. AIP Conference Proceedings, 1479(1), 860–863. https://doi.org/10.1063/1.4756275

Menyelesaikan, D., Nugrahany, A. S., & Riza, C. K. (2022). Program Studi Teknik Sipil Fakultas Teknik Universitas Islam Sultan Agung Semarang. In Repository.Unissula.Ac.Id. http://repository.unissula.ac.id/22282/12/30201900227.pdf

Mulyono, G. (2010). Universitas Kristen Petra Surabaya. Dimensi Interior, 8(1), 44–51.

Pasole, D. (n.d.). Laporan Praktikum Perkerasan Jalan dan Aspal Kelompok XXXVIII. 200(200). https://id.scribd.com/document/374605773/50474-berat-Jenis-Filler

Rahmawati, M., Hartatik, N., Rizkiardi, A., & Prasetyo, Y. D. (2023). PEMANFAATAN LIMBAH BATU KAPUR BUKIT SEKAPUK GRESIK SEBAGAI FILLER CAMPURAN AC-BC. 1–9.

SNI ASTM C 136-2012. (2012). SNI ASTM C 136-2012 Metode Uji Untuk Analisis Saringan Agregat Halus dan Agregat Kasar. Badan Standardisasi Nasional, 24. https://pesta.bsn.go.id/produk/detail/9112-sniastmc1362012

Sukirman, S. (2010). Perencanaan Tebal Struktur Perkerasan Lentur. In Insitut Teknologi Nasional, Bandung (Vol. 53, Issue 9).




DOI: http://dx.doi.org/10.30811/portal.v16i1.4677

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