Study Characteristics of Porous Asphalt Using Aggregates from Karangasem with 60/70 Penetration Bitumen

Authors

DOI:

https://doi.org/10.30736/cvl.v7i2.923

Keywords:

Porous Asphalt, Cantabro, Permeability, ITS, UCS.

Abstract

Porous asphalt is a type of pavement designed to increase the coefficient of friction on the pavement surface. The porous asphalt functions as drainage to drain water in the top layer vertically and horizontally. The method used in this research is an experimental method by making different tests in the laboratory. Stages of works include examining the 60/70 penetration bitumen, aggregate testing, mixing, and preparation of the sample with the variation of asphalt level of 5%, 5.5%, 6%, 6.5%, and 7% with 2x50 Marshall compaction. Volumetric measurement and Marshall testing to get optimum asphalt level. The next test is the cantabro test, permeability test, ITS test, and UCS test at optimum asphalt level. As the results of this study, it was obtained that the value of the optimum asphalt level was 6.15%, the value of Marshall characteristics, namely stability 636.32 kg (specification min. 500 kg), Flow 4.0 mm (specifications 2-6 mm), Marshall Quotient 159.15 kg/mm (specification max. 400 kg/mm), and Marshall VIM 19.828% (specification of 18-25%). At the optimum asphalt level the samples gave Cantabro value of 17.90% (specification max. 20%), vertical and horizontal permeability values of 0.145 and 0.152 cm/sec (specifications 0.1-0.5 cm/sec), ITS value of 158.88 kPa, and UCS value of 916.343 kPa.

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References

M. Tumpu, S. Gusty, M. W. Tjaronge, and H. Parung, “Permeability Measurement of Hot Mix Cold Laid Containing Asbuton as Porous Asphalt,†IOP Conf. Ser. Earth Environ. Sci., vol. 921, no. 1, pp. 0–5, 2021, doi: 10.1088/1755-1315/921/1/012065.

T. Syammaun, H. A. Rani, and P. Amalia, “Pengaruh Substitusi Styrofoam pada Campuran Aspal Porus dan Serbuk Arang Tempurung Kelapa sebagai Filler,†Konf. Nas. Tek. Sipil ke-14, no. June 2021, pp. 540–547, 2020.

N. N. Luxman et al., “Effect of compaction temperature on porous asphalt performance,†IOP Conf. Ser. Earth Environ. Sci., vol. 244, no. 1, 2019, doi: 10.1088/1755-1315/244/1/012011.

L. Arlia, S. M. Saleh, and R. Anggraini, “Karakteristik Campuran Aspal Porus Dengan Substitusi Gondorukem Pada Aspal Penetrasi 60/70,†J. Tek. Sipil, vol. 1, no. 3, pp. 657–666, 2018, doi: 10.24815/jts.v1i3.10011.

N. E. Jasni et al., “Marshall stability of porous asphalt mixture incorporating kenaf fiber,†Arch. Civ. Eng., vol. 68, no. 1, pp. 379–393, 2022, doi: 10.24425/ace.2022.140174.

A. I. Candra, S. W. Mudjanarko, Y. C. S. Poernomo, and P. Vitasmoro, “Analysis of the Ratio of Coarse Aggregate to Porous Asphalt Mixture,†J. Phys. Conf. Ser., vol. 1569, no. 4, 2020, doi: 10.1088/1742-6596/1569/4/042029.

C. Kamba, P. Studi, T. Sipil, F. Teknik, U. Kristen, and I. Paulus, “Gradasi Australia Dengan Bahan Pengikat Aspal Buton Cair ( Asphalt Liquid ),†no. August, 2020.

M. N. Akhtar, A. M. Al-Shamrani, M. Jameel, N. A. Khan, Z. Ibrahim, and J. N. Akhtar, “Stability and permeability characteristics of porous asphalt pavement: An experimental case study,†Case Stud. Constr. Mater., vol. 15, no. May, p. e00591, 2021, doi: 10.1016/j.cscm.2021.e00591.

Q. Ayun and C. A. Prastyanto, “Analisis Pengaruh Variasi Gradasi Aspal Porus Terhadap Parameter Marshall dan Permeabilitas,†J. Apl. Tek. Sipil, vol. 19, no. 1, p. 55, 2021, doi: 10.12962/j2579-891x.v19i1.8482.

K. Zhang, Y. Liu, S. Nassiri, H. Li, and K. Englund, “Performance evaluation of porous asphalt mixture enhanced with high dosages of cured carbon fiber composite materials,†Constr. Build. Mater., vol. 274, p. 122066, 2021, doi: 10.1016/j.conbuildmat.2020.122066.

J. Jiang et al., “Penetration mechanism of the emulsion-based rejuvenator in damaged porous asphalt mixture: Microstructure characterization and 3D reconstruction,†Mater. Des., vol. 221, p. 111014, 2022, doi: 10.1016/j.matdes.2022.111014.

S. Ren, X. Liu, J. Xu, and P. Lin, “Investigating the role of swelling-degradation degree of crumb rubber on CR/SBS modified porous asphalt binder and mixture,†Constr. Build. Mater., vol. 300, p. 124048, 2021, doi: 10.1016/j.conbuildmat.2021.124048.

X. Yu, X. Liang, C. Chen, and G. Ding, “Towards the low-energy usage of high viscosity asphalt in porous asphalt pavements: A case study of warm-mix asphalt additives,†Case Stud. Constr. Mater., vol. 16, no. January, p. e00914, 2022, doi: 10.1016/j.cscm.2022.e00914.

A. Rahmawati and R. N. Hidayat, “Kinerja Campuran Aspal Porus yang Dimodifikasi dengan Lateks,†Semesta Tek., vol. 24, no. 1, pp. 47–61, 2021, doi: 10.18196/st.v24i1.11724.

F. Adzim, Z. Lubis, and B. Damara, “the Study on Utilization Waste Tire Seeds As Amixture of Ac-Wc Asphalt on Road Pavement,†Civilla J. Tek. Sipil Univ. Islam Lamongan, vol. 6, no. 2, p. 257, 2021, doi: 10.30736/cvl.v6i2.717.

S. Anam and H. Pratikto, “PENGUJIAN PERKERASAN ASPAL PORUS DENGAN PENAMBAHAN TREAD BAN BEKAS PADA UJI MARSHALL Fakultas Teknik Universitas Kadiri,†Ukarst J. Univ. Kadiri Ris. Tek. Sipil, vol. 2, no. 2, pp. 154–163, 2018.

“1,2,,3,†vol. 3, no. 2, pp. 167–172, 2020.

N. T. Sembung, T. K. Sendow, and S. Palenewen, “Analisa Campuran Aspal Porus Menggunakan Material Dari Kakaskasen Kecamatan Tomohon Utara Kota Tomohon,†J. Sipil Statik, vol. 8, no. 3, pp. 345–352, 2020.

S. Wang, A. Kang, P. Xiao, B. Li, and W. Fu, “Investigating the effects of chopped basalt fiber on the performance of porous asphalt mixture,†Adv. Mater. Sci. Eng., vol. 2019, 2019, doi: 10.1155/2019/2323761.

D. E. Aju, K. C. Onyelowe, and G. U. Alaneme, “Constrained vertex optimization and simulation of the unconfined compressive strength of geotextile reinforced soil for flexible pavement foundation construction,†Clean. Eng. Technol., vol. 5, p. 100287, 2021, doi: 10.1016/j.clet.2021.100287.

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Published

2022-10-31

How to Cite

Putra, I. G. A. A. (2022). Study Characteristics of Porous Asphalt Using Aggregates from Karangasem with 60/70 Penetration Bitumen. Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan, 7(2), 205–214. https://doi.org/10.30736/cvl.v7i2.923

Issue

Vol. 7 No. 2 (2022): September

Section

Jurnal CIVILA

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