PENGARUH POLIMER EVA (ETHYLENE VINYL ACETATE) TERHADAP KINERJA CAMPURAN LAPIS ANTARA (AC-BC)
DOI:
https://doi.org/10.24014/sitekin.v10i2.532Keywords:
AC-BC, Polimer EVA, Modulus Kekakuan, Deformasi PermanenAbstract
Salah satu cara untuk mengatasi masalah kerusakan jalan yang disebabkan oleh volume lalu lintas yang tinggi dan over loading adalah dengan cara memodifikasi aspal dengan menambahkan suatu bahan polimer. Salah satu polimer yang mampu meningkatkan kinerja aspal adalah polimer plastomer jenis EVA (Ethylene Vinyl Acetate). Pada penelitian ini dilakukan perbandingan kinerja campuran AC-BC yang menggunakan aspal modilfikasi polimer EVA (sebesar 6%) dengan campuran yang tidak menggunakan aspal modifikasi polimer EVA. Hasil pengujian memperlihatkan bahwa aspal modifikasi polimer EVA menghasilkan nilai stabilitas marshall lebih besar yaitu 1634,57 Kg dan 1361,95 Kg untuk campuran tanpa modifikasi polimer EVA. Nilai Modulus Resilient Campuran yang lebih besar juga dihasilkan oleh campuran yang menggunakan aspal modifikasi polimer EVA. Nilai total deformasi terkecil (0,75 mm pada temperatur 450 C) juga dihasilkan oleh campuran yang menggunakan aspal modifikasi polimer EVA. Maka secara keseluruhan dapat disimpulkan bahwa campuran yang menggunakan aspal modifikasi polimer EVA memberikan kinerja yang baik khususnya dalam mengatasi deformasi.
References
Asphalt Institute, (1981), Asphalt Hot mix Recyling Construction of Hot Mix Asphalt Pavements, Manual Series No.20 (MS-22), The Asphalt Institute.
Asphalt Institute, (1983), Principles of Construction of Hot Mix Asphalt Pavement, Manual Series No.22, The Asphalt Institute.
Asphalt Institute, (1989), The Asphalt Handbook, Manual Series No.4 (MS-4), The Asphalt Institute.
Asphalt Institute, (1996), Superpave Mix Design, Superpave Series No.2 (Sp-2), Lexington, Kentucky Usa.
Kementerian Pekerjaan Umum, (2010), Seksi 6.3 Spesifikasi Campuran Beraspal Panas.
De Vos, K. B., (1992), Reference and Operating Manual, Universal Materials Testing Apparatus for Asphalt and Unbound Specimens (UMATTA), Industrial Process Controls Ltd., Australia.
Callister, Jr. William, D., (2003), Material Science and Engineering An Introduction, sixth edition, John Wiley & Sons, Inc., USA.
Huang, Yang. H, (2004), Pavement Analysis and Design, 2nd Edition, Prentice-Hall, Inc, New Jersey
Rilem Report 17, (1998), Bituminous Binders and Mixes, E & FN Spon an imprint of Routledge, London.
Shell Bitumen (2003), The Shell Bitumen Handbook, Published By Shell Bitumen U.K
Yoder, E. J., And Witczak, M.W., (1975), Principles Of Pavement Design, 2nd Edition, John Wiley & Sons, Inc, New York
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