PEMANFAATAN BUTON GRANULAR ASPHALT TIPE B 5/20 PADA CAMPURAN ASPAL BETON TERHADAP NILAI KEAUSAN (CANTABRO TEST)

  • Wan Muhammad Iqbal Program Studi Teknik Sipil, Universitas Lancang Kuning, Pekanbaru, Riau, Indonesia
  • Winayati Program Studi Teknik Sipil, Universitas Lancang Kuning, Pekanbaru, Riau, Indonesia
  • Alfian Saleh Program Studi Teknik Sipil, Universitas Lancang Kuning, Pekanbaru, Riau, Indonesia
Keywords: asphalt, Buton, cantabro, granular

Abstract

Buton Granular Asphalt has properties to improve pavement characteristics because the material from Buton Granular Asphalt contains fine grains of material that provide strength to the road pavement so that with the increase in the strength of this pavement layer, it will affect the wear of the pavement due to the frictional force of the wheels on the road pavement. So it is necessary to do the properties and characteristics of the strength of the asphalt concrete mixture with the use of Buton Granular Asphalt. This research uses Buton Granular Asphalt as an added material for Asphalt Concrete – Wearing Course (AC-WC) pavement layers. The method used in this research is an experimental study in the laboratory by looking at the parameters and national standards set in laboratory testing. Buton Granular Asphalt is an asbuton product that has bitumen content between 20-25%. From the results of the Optimum Asphalt Content (KAO) test, the optimum asphalt content value is 5.64%. After getting the Optimum Asphalt Content, the test object was made with the addition of Buton Granular Asphalt, variations were made with values of 0%, 1%, 2%, and 3% of the asphalt weight. After making the test object, the cantabro test was carried out. From the results of the study, the value of weight loss at 0% levels was 8.82%, 1% levels were 5.18%, 2% levels were 2.46% and 3% levels were 1.84%. The results of this study indicate that the use of Buton Granular Asphalt material with a content of 3% has the lowest weight loss value, with the use of Buton Granular Asphalt as an added material has a high resistance to wear and tear. This indicates that adding Buton Granular Asphalt can make the pavement resistant to wear and tear caused by vehicle wheel friction and because the content of Buton Granular Asphalt consists of a fine material that can make the interlocking of the pavement mixture stronger.

References

Adithya, A. P., Subagio, B. S., Kosasih, D., & Hendarto, S. (2016). Evaluasi Karakteristik Modulus Resilien dan Deformasi Permanen Campuran Beton Beraspal (AC-Binder Course) Menggunakan Campuran Agregat Berabrasi Tinggi. Jurnal Teknik Sipil, 23(2), 223–232. https://doi.org/https://doi.org/10.5614/jts.2016.23.3.7

Amiruddin, A., Adisasmita, S. A., & Ali, N. H. (2012). Kajian Eksperimental Campuran HRS-WC dengan Aspal Minyak dan Penambahan Aditif Lateks sebagai Bahan Pengikat.

Anam, S., & Pratikto, H. (2018). Pengujian Perkerasan Aspal Porus dengan Penambahan Tread Ban Bekas pada Uji Marshall. UKaRsT, 2(2), 71. https://doi.org/10.30737/ukarst.v2i2.362

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

Fatoni, A. (2021). Pengaruh Penggunaan Aspal Buton B5/20 dengan Agregat Lokal Madura pada Campuran Aspal Panas AC-WC terhadap Karakteristik Marshall. Rekayasa: Jurnal Teknik Sipil, 6(1), 11. https://doi.org/10.53712/rjrs.v6i1.1157

Fauzan, M., Saleh, S. M., & Isya, M. (2020). Modifikasi Campuran Aspal AC-WC Menggunakan Buton Granular Asphalt Sebagai Bahan Substitusi. Journal of The Civil Engineering …, 1(3), 155–161.

Gaus, A., Tjaronge, M. W., Ali, N., & Djamaluddin, R. (2015). Compressive strength of asphalt concrete binder course (AC-BC) mixture using buton granular asphalt (BGA). Procedia Engineering, 125, 657–662. https://doi.org/10.1016/j.proeng.2015.11.097

Gusty, S., Tjaronge, M. W., Ali, N., & Djamaluddin, R. (2017). Pengaruh Penambahan Buton Granural Asphalt Pada Campuran Aspal Berongga Campur Panas Hampar Dingin Terhadap Stabilitas Marshall. Konferensi Nasional Teknik Sipil Dan Perencanaan (KN-TSP), 137–145.

Huwae, M., Kaseke, O. H., & Sendow, T. K. (2015). Kajian Kinerja Campuran Lapis Pondasi Jenis Lapis Tipis Aspal Beton-Lapis Pondasi (HRS-Base) Bergradasi Senjang Dengan Jenis Lapis Aspal Beton-Lapis Pondasi (AC-BASE) Bergradasi Halus. Jurnal Sipil Statik, 3(3), 183–189.

Kuchiishi, A. K., Vasconcelos, K., & Bariani Bernucci, L. L. (2021). Effect of mixture composition on the mechanical behaviour of cold recycled asphalt mixtures. International Journal of Pavement Engineering, 22(8), 984–994. https://doi.org/10.1080/10298436.2019.1655564

Nofrianto, H. (2017). Kajian Campuran Panas Aspal Aggregat Asbuton Retona Blend 55 (AC-WC) Dan Aspal Pen 60/70 Dengan Pengujian Marshall. Jurnal Teknik Sipil, 1(1), 47–56.

Rahmadi, Sofyan, M. S., & Anggraini, R. (2018). Analisis Marshall Campuran Ac-Wc Dengan Buton Granular Asphalt Dan Abu Cangkang Kelapa Sawit Sebagai Bahan Substitusi. Jurnal Arsip Rekayasa Sipil Dan Perencanaan, 1(3), 56–63. https://doi.org/10.24815/jarsp.v1i3.11776

Rombot, P. (2015). Kajian Kinerja Campuran Beraspal Panas Jenis Lapis Aspal Beton sebagai Lapis Aus Bergradasi Kasar dan Halus. Jurnal Sipil Statik, 3(3), 190–197.

Saifuddin, I. B., Gaus, A., & Anwar, C. (2017). Studi Karakteristik Kuat Tekan pada Campuran Asphalt Concrete. Jurnal Sipil Sains, 7(13), 25–34.

Saleh, A., Harianja, D. S., & Lubis, F. (2022). Analisis Nilai Keausan pada Lapis Hot Rolled Sheet (HRS) dengan Menggunakan Reclaimed Asphalt Pavement (RAP) dan Styrofoam. Jurnal Teknik, 16(1), 36–40. https://doi.org/10.31849/teknik.v16i1.9491

Sarwono, D., Pramesti, F. P., & Kurniawan, H. L. (2018). Analisis Tensile Strength, Bending, Cantabro, dan Permeabilitas pada Split Mastic Asphalt (SMA) dengan Bahan Tambah High Density Polyetylene (HDPE). Jurnal MATRIKS TEKNIK SIPIL, 6(2), 256–262.

Setyawan, A., Legowo, S. J., & Shidiq, A. M. (2017). Studi Karakteristik Marshall Pada Laston (Ac) dengan Bahan Pengikat Damar Aspal (Daspal) Kombinasi Material Getah Damar, Fly Ash, Oli Bekas Dan Lateks. Matriks Teknik Sipil, 5(3), 815–822. https://doi.org/https://doi.org/10.20961/mateksi.v5i3.36707

Soehardi, F., & Putri, L. D. (2018). Penggunaan Aspal Buton Berbutir pada Campuran Lapisan Perkerasan Ac-Bc. Jurnal Sainstek STT Pekanbaru, 6(1), 6–14.

Wang, F., Huang, T., Xin, G., Mu, M., & Shen, Q. (2021). Study on Conventional and Rheological Properties of Corn Stalk Bioasphalt/PPA Composite Modified Asphalt. Advances in Civil Engineering, 2021. https://doi.org/10.1155/2021/7928189

Widayanti, A., Soemitro, R. A. A., Ekaputri, J. J., & Suprayitno, H. (2018). Kinerja Campuran Aspal Beton dengan Reclaimed Asphalt Pavement dari Jalan Nasional di Provinsi Jawa Timur. Jurnal Manejemen Aset Infrastruktur & Fasilitas, 2(1), 35–43. https://doi.org/10.12962/j26151847.v2i1.3766

Published
2023-06-19
Section
Articles
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