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dc.date.accessioned2016-02-25T04:58:35Z
dc.date.available2016-02-25T04:58:35Z
dc.date.issued2016-02
dc.identifier.citationAASHTO, AASHTO Guide for Design of Pavement Structural, Washington DC: AASHTO, 1972. AASHTO, AASHTO Guide for Design of Pavement Structural, Washington DC: AASHTO, 1986. Ali, N. ,Studi Penggunaan Serat Ijuk sebagai Bahan Tambah pada Aspal Porus Liquid Asbuton, Penelitian Doctoral,Makassar: Universi tas Hasanuddin, 2013. Bina Marga, Spesifikasi Umum, Semarang: Departemen Pekerjaan Umum Direktorat Jenderal Bina Marga, 2010. Departemen Pekerjaan Umum, Petunjuk Pelaksanaan Lapis Tipis Beton Aspal (Lataston) untuk Jalan dan Jembatan, Jakarta: Direktorat Jenderal Bina Marga, 1987. Gregorius Lake, Aloysius, Kinerja Campuran Split Mastic Asphalt dengan Beberapa Material dari Kalimantan, Penelitian Tugas Akhir, Kupang:Politeknik Negeri Kupang, 2010. Laboratorium Teknik Sipil, Modul Praktikum Bahan Perkerasan, Surakarta: Jurusan Sipil Fakultas Teknik Universi tas Muhammadiyah Surakarta, 2008. Nyoman Nira Kasestriani, Desak, Tugas Akhir, Yogyakarta: Jurusan Teknik Sipil Universi tas Atma Jaya, 2011. Riyanto, A., Diktat Jalan Raya III,Surakarta: Universi tas MuhammadiyahSurakarta, 1996. Roberts, F. L., Kandhal, P. S., Brown, E. R., Lee, D. Y., Kennedy, T. W., Hot Mix Asphalt Materials, Mixture Design, and Construction, Maryland: NAPA Education Foundation, 1991. Sarjanto, T. , Penggunaan Filler Abu Batu Bara terhadap Karekteristik Marshall dan Modulus Kekakuan Campuran Hot Rolled Asphal t (HRA), Tugas Akhir, Surakarta: Universi tas Muhammadiyah Surakarta, 2006. Shell, Shell Bi tumen Handbook, England: Shell Bitumen, 2012. Sukirman, S. , Perkerasan Lentur Jalan Raya, Bandung, 1992.in_ID
dc.identifier.issn2407-9189
dc.identifier.urihttp://hdl.handle.net/11617/6776
dc.description.abstractUsing asphalt on pavement in a huge number produce residual wastes of raking asphalt called Reclaimed Asphalt Pavement (RAP). In Falevi’s research, RAP characteristics generally met technical qualification, except its gradation. This research aims at identifying proportion effect of RAP and ef fect of using palm fiber on Split Mastic Asphalt (SMA) performance. The sample has taken from various RAP: 0%, 50%, 100% of hard split total and palm fiber 0%, 0.2%, 0.4% as additional material. According to research results with 70% of hard split fraction, 19.5% of soft split, and 10.5% of f iller, optimum asphalt levels gained 7.25%. Variation of specimens indicate that increased levels of RAP caused values of VFWA and flow tend to increase, while values of VMA, VIM, stability, and Marshall Quotient (MQ) tend to decrease. On the contrary, increased levels of palm f iber caused the values of VMA, VIM, stability, and Marshall Quotient (MQ) tend to increase, while the values of VFWA and flow tend to decrease. RAP level that is qualified for SMA grading 0/11 is 42% of total material compound with 0.4% of fiber level.in_ID
dc.language.isoidin_ID
dc.publisherLPPM STIKES Muhammadiyah Kudusin_ID
dc.subjectRAPin_ID
dc.subjectSplit Mastic Asphaltin_ID
dc.subjectpalm fiberin_ID
dc.titlePengembangan Campuran Split Mastic Asphalt Menggunakan Bahan Reclaimed Asphalt Pavement dan Ijukin_ID
dc.typeArticlein_ID


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