Perbandingan Kinerja Campuran Aspal Porus Menggunakan Spesifikasi Australia (AAPA) dan California (CalTrans) dengan Serbuk  Parutan Limbah Ban Karet

Julang Angkoso; Miftahul Fauziah

doi:10.61132/venus.v2i6.625

Authors

Julang Angkoso Universitas Islam Indonesia
Miftahul Fauziah Universitas Islam Indonesia

DOI:

https://doi.org/10.61132/venus.v2i6.625

Keywords:

Porous Asphalt, AAPA, CalTrans, Rubber Tire Powder

Abstract

Porous asphalt is an open graded hot mix asphalt with a small percentage of fine aggregate and a large percentage of coarse aggregate. Porous asphalt is an asphalt mixture that is being developed for wearing course construction. The aim of this research is to analyze the effect of adding rubber tire powder on the performance of the Asphalt Porous-Wearing Course. In this research two standard gradations for porous asphalt were used, namely Australian gradation (AAPA) and California gradation (CalTrans) with the addition 0%, 2%, 4%, and 6% of rubber tire powder. Based on the research carried out, it can be seen that the addition of rubber tire powder to a mixture with AAPA gradation is better in terms of its ability to accept loads without experiencing deformation (stability) and the possibility of the mixture being able to withstand maximum loads to prevent traction failure (ITS). Meanwhile, mixtures with Caltrans gradations are better in terms of resistance to wear (CL), homogeneous mixing of asphalt and aggregate (AFD), and ability to resist cracking (TSR). The addition of rubber tire powder was not able to improve the strength due to immersion at extreme temperatures (IRS) in a mixture of both gradation specifications.

References

Ariyanti, F. (2013). Evaluasi kinerja aspal porus menggunakan spesifikasi gradasi dari Australia (AAPA), California (CalAPA), dan British (BS). Skripsi. Malang: Fakultas Teknik Sipil Universitas Brawijaya.

Arrieta, V. S., & Maquilon, J. E. C. (2014). Resistance to degradation or cohesion loss in Cantabro test on specimens of porous asphalt friction courses. Social and Behavioral Sciences, 162, 290–299. https://doi.org/10.1016/j.sbspro.2014.12.210

Australian Asphalt Pavement Association (AAPA). (2004). Open graded asphalt design guide. Australia.

California Department of Transportation's (CalTrans). (2007). California.

Chasanah, & Putra. (2019). Effects of using limestone as a filler and Starbit E-55 asphalt as a binder on the performance of AC–WC mixture. Matec Web Conferences, 258, SCESM 2018.

Dewan Karet Indonesia [Dekarindo]. (2019). Data industri karet 2018. Jakarta, Indonesia: Dekarindo.

Diana, I. W. (1995). Aspal porus. Bandar Lampung: Fakultas Teknik, UNILA.

Faisal, S. S. M., & Isya, M. (2014). Karakteristik Marshall campuran aspal beton AC-BC menggunakan material agregat basalt dengan aspal Pen 60/70 dan tambahan parutan ban dalam bekas kendaraan roda 4. Jurnal Teknik Sipil Pascasarjana Universitas Syiah Kuala, 11, 38–48.

Fauziah, M., & Wijayati, F. S. (2016). Pengaruh kadar limbah kaca sebagai substitusi agregat halus terhadap karakteristik campuran aspal porus. Teknisia, 261-273.

Hafidz, M. D., & Fauziah, M. (2021). Pengaruh penggunaan bahan anti stripping Wetfix Be terhadap karakteristik campuran aspal porus. Naskah Publikasi. Universitas Islam Indonesia.

Hasan, N. A., Mahmud, M. Z. H., Ahmad, K. A., Hainin, M. R., Jaya, R. P., & Mashros, N. (2016). Air voids characterisation and permeability of porous asphalt gradations used in different countries. Journal of Engineering and Applied Science, 11(4), 14043–14047.

Iqbal, & Fauziah. (2023). Studi eksperimental penggunaan bahan tambah limbah ban karet dengan metode pencampuran bertahap terhadap kinerja campuran Hot Rolled Sheet-Wearing Course. TEKNIK, 44(2), 167–175.

Marizka, E., Fauziah, M., & Subarkah. (2022). Pengaruh penambahan Rediset LQ-1106 terhadap kinerja struktur campuran aspal porus. Teknisia, 27(2), 12–23.

Martina, N., Hasan, M. F. R., & Setiawan, Y. (2019). Pengaruh serbuk ban bekas sebagai campuran agregat halus pada campuran aspal porous. Jurnal Wahana Teknik Sipil, 24(2). Jakarta: Universitas Indonesia.

Mentari. (2023). Pengaruh metode pencampuran terhadap kinerja campuran aspal porus dengan bahan tambah karet. Tesis MTS UII.

Oktaviastuti, B., Leliana, A., & Luthfil, A. (2020). Pengaruh bahan tambah serbuk ban bekas pada konstruksi Hot Rolled Sheet-Wearing Course. Jurnal Rekayasa Teknik Sipil Universitas Madura, 5(Juni).

Ramadhan, M. A., & Fauziah. (2022). Kajian kinerja aspal porus dengan menggunakan Gilsonite additive. Publikasi Tesis MTS UII.

Wiranata, A., Fermi, M. I., & Bahruddin. (2018). Pengaruh mastikasi karet terhadap karakteristik campuran aspal - karet spesifikasi teknis (crumb rubber). Jurnal Online Mahasiswa Fakultas Teknik, 5(2).

Yusuf, M., Setyawan, A., & Sarwono, D. (2014). Kekuatan dan ketahanan lapis tipis campuran aspal panas dengan penambahan karet remah. Matriks Teknik Sipil, 3(1).