Penentuan Kadar Optimum Aspal pada Campuran Beraspal Panas AC-WC yang Menggunakan Karet Alam sebagai Bahan Substitusi Aspal dengan Pendekatan Laboratorium

Determination of Optimum Asphalt Content in Hot Asphalt Mix AC-WC Using Natural Rubber as Asphalt Substitute Material with Laboratory Approach

Authors

  • Novie Olivia Universitas Sriwijaya
  • Joni Arliansyah Universitas Sriwijaya
  • Edi Kadarsa Universitas Sriwijaya

DOI:

https://doi.org/10.19184/jrsl.v8i2.52697

Keywords:

Lateks Pekat, Lateks Pravulkanisasi, Serbuk Karet Alam Padat, AC-WC, Concentrated Latex, Prevulcanized Latex, Solid Natural Rubber Powder

Abstract

Abstract

Road pavement is a part of the road that is hardened to withstand the load of passing vehicles. Good material planning and mixture type must be able to make the pavement resistant to damage. Previous studies for polymer asphalt, one of which modified the asphalt to increase the strength of the mixture to be more resistant to damage and have good results for asphalt mixtures. In this study for concentrated latex, prevulcanized latex and solid natural rubber powder each with a content of 7% of the weight of the asphalt as a substitute for the asphalt concrete wearing course (AC-WC) mixture gradation. Marshall testing was carried out on a range of asphalt content between 5% and 7 % to obtain the optimum asphalt content. The properties of asphalt modified with natural rubber as a substitute for asphalt affect penetration, softening point, flash point, specific gravity, ductility. And give effect to the marshall parameter values VMA, VIM, VFA, stability, and flow. The mixture with the highest marshall stability value is the simple using of the Optimum Asphalt Content (OAC). It was found that the mixture using concentrated latex had an OAC value of 6,9%, prevulcanized latex had an OAC value of 5,8% and solid natural rubber powder had an OAC value of 6,65%.

Keywords: Concentrated Latex, Prevulcanized Latex, Solid Natural Rubber Powder, AC-WC.

Abstrak

Perkerasan jalan merupakan bagian jalan yang diperkeras untuk menahan beban kendaraan yang lewat. Perencanaan material dan jenis campuran yang baik harus mampu menjadikan perkerasan yang tahan terhadap kerusakan. Studi terdahulu untuk aspal polimer salah satu memodifikasi aspal untuk meningkatkan kekuatan campuran agar lebih tahan terhadap kerusakan serta memiliki hasil yang baik terhadap campuran beraspal . Pada penelitian ini untuk lateks pekat, lateks pravulkanisasi dan serbuk karet alam padat masing-masing kadar 7% terhadap berat aspal sebagai substitusi digradasi campuran asphalt concrete wearing course (AC-WC). Pengujian marshall dilakukan pada rentang kadar aspal antara 5% sampai dengan 7% untuk memperoleh kadar aspal optimum. Sifat aspal yang dimodifikasi dengan karet alam sebagai pengganti aspal mempengaruhi penetrasi, titik lembek, titik nyala, berat jenis, daktilitas. Serta memberikan pengaruh pada nilai parameter marshall VMA, VIM, VFA, stabilitas, dan flow. Campuran dengan nilai stabilitas Marshall tertinggi adalah sampel yang menggunakan Kadar Aspal Optimum (KAO) diperoleh bahwa campuran yang menggunakan lateks pekat memiliki nilai KAO sebesar 6,9%, Lateks pravulkanisasi memiliki nilai KAO 5,8%.dan serbuk karet alam padat memiliki nilai KAO sebesar 6,65%.

Kata kunci: Lateks Pekat, Lateks Pravulkanisasi, Serbuk Karet Alam Padat, AC-WC.

Downloads

Download data is not yet available.

Author Biographies

Novie Olivia, Universitas Sriwijaya

Civil Engineering Department
Faculty of Engineering, Sriwijaya University
Jalan Raya Palembang-Prabumulih, KM 32 Inderalaya Kabupaten Ogan Ilir 30662

Joni Arliansyah, Universitas Sriwijaya

Civil Engineering Department
Faculty of Engineering, Sriwijaya University
Jalan Raya Palembang-Prabumulih, KM 32 Inderalaya Kabupaten Ogan Ilir 30662

Edi Kadarsa, Universitas Sriwijaya

Civil Engineering Department
Faculty of Engineering, Sriwijaya University
Jalan Raya Palembang-Prabumulih, KM 32 Inderalaya Kabupaten Ogan Ilir 30662

References

Bahruddin, B., Wiranata, A., Malik, A., & Kumar, R. (2020). Karakteristik Marshall dari aspal termodifikasi crepe rubber. Majalah Kulit, Karet, Dan Plastik, 36(2), 57. https://doi.org/10.20543/mkkp.v36i2.6108
Jimmyanto, H., Arliansyah, J., & Kadarsa, E. (2023). Rheological Characteristics of Asphalt with a Crumb Rubber and Solid Natural Rubber Combination. Civil Engineering and Architecture, 11(5), 3051–3062. https://doi.org/10.13189/cea.2023.110819
Jimmyanto, H., Arliansyah, J., & Kadarsa, E. (2024). The Impact of Utilizing Waste Tire and Solid Natural Rubber as Asphalt Binder Substitutions on the Asphalt Concrete-Wearing Course Mixtures. Civil Engineering and Architecture, 12(3), 1660–1677. https://doi.org/10.13189/cea.2024.120330
Kementerian Pekerjaan Umum dan Perumahan Rakyat. (2019). Spesifikasi Campuran Beraspal Panas dengan Aspal yang Mengandung Karet Alam. JDIH Kementrian PUPR.
Nursandah, F. (2019). Laston Ac-Wc Terhadap Karakteristik Marshall. International Journal of Engineering Applied Sciences and Technology, 4(2), 262–267.
Poovaneshvaran, S., Mohd Hasan, M. R., & Putra Jaya, R. (2020). Impacts of recycled crumb rubber powder and natural rubber latex on the modified asphalt rheological behaviour, bonding, and resistance to shear. Construction and Building Materials, 234. https://doi.org/10.1016/j.conbuildmat.2019.117357
Prastanto, H., Firdaus, Y., Puspitasari, S., Ramadhan, A., & Falaah, A. F. (2019). Study of physical characteristic of rubberized hot mix asphalt based on various dosage of natural rubber latex and solid rubber. IOP Conference Series: Materials Science and Engineering, 509(1). https://doi.org/10.1088/1757-899X/509/1/012049
Ramadhani, Arliansyah, J., & Kadarsa, E. (2023). Rheological Behavior of Modified Asphalt Binders Using Pre-vulcanized Latex with Dynamic Shear Rheometer Testing. Civil Engineering and Architecture, 11(6), 3355–3369. https://doi.org/10.13189/cea.2023.110611
Tilik, L. F. (2022). Studi Karakteristik Marshall Pada Aspal Dengan Perbandingan Lateks Pada Lapisan Wearing Course. Journal of Applied Civil Engineering and Infrastructure Technology, 3(2), 26–32. https://doi.org/10.52158/jaceit.v3i2.407
Wititanapanit, J., Carvajal-Munoz, J. S., & Airey, G. (2021). Performance-related and rheological characterisation of natural rubber modified bitumen. Construction and Building Materials, 268(xxxx). https://doi.org/10.1016/j.conbuildmat.2020.121058
Yanti, A. T., Masthura, L., & Basrin, D. (2024). Pengaruh Penambahan Getah Karet Terhadap Stabilitas Nilai Marshall pada Campuran Aspal (AC - WC). JMTS: Jurnal Mitra Teknik Sipil, 7(1), 71–78. https://doi.org/10.24912/jmts.v7i1.24459

Downloads

Published

2024-12-25