PENGARUH BAHAN PENGISI ABU LIMBAH GIPSUM PADA CAMPURAN BETON ASPAL MODIFIKASI LATEKS MENGGUNAKAN METODE UJI MARSHALL

  • Yosea Managam Sianturi Universitas Kristen Indonesia (UKI)
  • Risma Masniari Simanjuntak Prodi Teknik Sipil Universitas Kristen Indonesia (UKI) Jakarta
  • Setiyadi Prodi Teknik Sipil Universitas Kristen Indonesia (UKI) Jakarta
Keywords: gypsum waste ash, latex, Marshall Quotient (MQ), stability, re-soaking

Abstract

Rock ash, limestone powder, and Portland cement are joint fillers used in flexible pavements, but their manufacturing is limited, necessitating alternate materials. This research aimed to determine the use of gypsum waste ash as a filler in asphalt concrete utilizing the Marshall process. Filler is an essential ingredient, particularly in asphalt-concrete combinations. The use of latex-modified bitumen at 7% of the optimum asphalt content of 6% and a variation of 5%, 6%, 7%, and 8% gypsum waste ash filler with rock ash filler is expected to increase the stability value while decreasing the degree of stability and flexibility degradation due to re-soaking specimens by wet dry process. Except for the melting point, Marshall and volumetric tests on specimens without immersion with a gypsum ash level of 6.5% revealed that most specimens met the Highways 2010 revision 2 standards. The test results at 6.5% gypsum waste ash filler content also indicated a rise in the stability value and Marshall Quotient (MQ), indicating that the test item is becoming stiffer. The test findings on re-soaked test specimens showed the slightest loss in stability values at 6.5% gypsum ash filler level, which was 8%. The loss in stability in the soaked mixture without gypsum ash could reach 36.18%. The Marshall Quotient value from the soaking data was 180.41 kg/mm, compared to 182.59 kg/mm for the mixture without gypsum ash. According to this, gypsum waste ash at a content of 6.5% is a mixture that can be recommended as a flexible road paving material.

References

Auditia, B. A., et al (2018). Pengaruh Penggunaan Bubuk Gypsum Sebagai Filler Dalam Campuran Aspal, Jurnal Teknik Dan Ilmu Komputer, Vol.7, No. 27, 149–155.
Badan Standar Nasional Indonesia (2003), M-01-2003: Pengujian Marshall Campuran Aspal, Badan Standar nasional Indonesia, Jakarta
Departemen Pekerjaan Umum (1987) Petunjuk Pelaksanaan Lapis Beton Aspal (Laston), SKBI-2.4.26.1987, Badan Penerbit PU, Jakarta
Departemen Pekerjaan Umum (2010), Spesifikasi Umum Bina Marga 2010 (Revisi 3), Departemen PU, Jakarta
Hidayah,A. & Dwi Hartantyo,S. (2021). Pengaruh Penambahan Limbah Serbuk Gipsum Sebagai Bahan Pengganti Filler Pada Campuran Asphalt Concrete-Wearing Course, Jurnal Mitra Teknik Sipil Vol.4,No.3 Agustus 2021: hlm 545-556,
Nursandah, F, Moch. Zaenuri (2019), Penelitian Penambahan Karet Alam (Lateks) Pada Campuran Laston Ac-Wc Terhadap Karakteristik Marshall, Jurnal CIVILLa Vol. 4 No.2, Lamongan.
Thanaya, I. N. A, et al (2016), Studi Karakteristik Campuran Aspal Beton Lapis Aus (AC-WC) Menggunakan Aspal Penetrasi 60/70 dengan Penambahan Lateks, Media Komunikasi Teknik Sipil Vol 22, No.2, Desember 2016, Bali.
Sukirman, S. (2003), Beton Aspal Campuran Panas, Granit, Jakarta.
Published
2023-01-09
How to Cite
Sianturi, Y. M., Simanjuntak, R. M., & Setiyadi. (2023). PENGARUH BAHAN PENGISI ABU LIMBAH GIPSUM PADA CAMPURAN BETON ASPAL MODIFIKASI LATEKS MENGGUNAKAN METODE UJI MARSHALL. Jurnal Rekayasa Teknik Sipil Dan Lingkungan - CENTECH, 3(2), 108-118. https://doi.org/10.33541/cen.v3i2.4440