<> "The repository administrator has not yet configured an RDF license."^^ . <> . . "PENGARUH PERSENTASE BAHAN CAMPURAN ASPAL DAUR ULANG\r\nTERHADAP KARAKTERISTIK MEKANIK CAMPURAN ASPAL PANAS\r\nLAPISAN AC – WC (ASPHALT CONCRETE – WEARING COURSE)"^^ . "Penanganan kerusakan jalan dengan menggunakan metode greenroads merupakan salah\r\nsatu solusi untuk permasalahan sumber daya alam. Metode ini menggunakan cara\r\nrecycling dari pembongkaran lapis perkerasan lama untuk dijadikan sebagai bahan\r\ncampuran lapis perkerasan yang baru. Penelitian ini bertujuan untuk mengetahui\r\npemanfaatan material Reclaimed Asphalt Pavement (RAP) sebagai bahan material\r\ncampuran untuk digunakan kembali sebagai bahan lapis AC – WC (Asphalt Concrete –\r\nWearing Coarse). Serta menentukan persentase terbaik antara bahan campuran\r\naspal daur ulang dari bahan RAP dan material baru untuk lapis perkerasan AC –\r\nWC (Asphalt Concrete – Wearing Coarse).\r\nPenelitian ini menggunakan material RAP yang diperoleh dari hasil pengerukan\r\nlapis perkerasan lentur di Jalan Soekarno – Hatta, Bandar Lampung. Penelitian ini\r\nmenggunakan variasi persentase penggunaan RAP sebesar 25%, 50%, dan 75%\r\nserta menggunaan aspal penetrasi 60-70.\r\nHasil dari penelitian ini diperoleh Untuk nilai stabilitas maksimum pada penggunaan\r\nRAP 25% didapat 1300,320 kg, sedangkan untuk penggunaan RAP 50% didapat\r\n1076,468 kg dan untuk RAP 75% memiliki nilai stabilitas maksimum sebesar 966 kg.\r\nDari ketiga variasi penggunaan RAP memiliki nilai karakteristik campuran dan\r\nkarakteristik marshall yang memenuhi Spesifikasi Umum Bina Marga. Nilai Kadar Aspal\r\nOptimum (KAO) untuk persentase penggunaan RAP 25% diperoleh sebesar 5,8%.\r\nSedangkan untuk penggunaan RAP sebesar 50% diperoleh nilai Kadar Aspal Optimum\r\n(KAO) sebesar 5,6%. Dan penggunaan RAP sebesar 75% diperoleh nilai Kadar Aspal\r\nOptimum sebesar 5,4%. Semakin tinggi penggunaan persentase RAP maka Kadar Aspal\r\nOptimum (KAO) yang diperoleh semakin kecil.\r\nKeyword : RAP (Reclaimed Asphalt Pavement), Kadar Aspal Optimum (KAO), Asphalt\r\nConcrete – Wearing Coarse (AC – WC)\r\nHandling road damage using the greenroads method is one solution to the problem of\r\nnatural resources. This method uses a recycling method of dismantling the old pavement\r\nlayers to be used as a mixture of new pavement layers. This study aims to determine the\r\nuse of Reclaimed Asphalt Pavement (RAP) material as a mixture of materials to be used.\r\nagain as a new pavement material. And determine the best percentage between recycled\r\nasphalt mixture from RAP and new material for AC - WC (Asphalt Concrete - Wearing\r\nCoarse) pavement.\r\nThis research uses RAP material obtained from the dredging of flexible pavement layers\r\non Jalan Soekarno-Hatta, Bandar Lampung. This study uses variations in the percentage\r\nof RAP use by 25%, 50%, and 75% and uses asphalt penetration of 60-70. Asphalt\r\nmixture testing conducted in this study used a Marshall Test with a soaking time of 30\r\nminutes at 60 °C. The characteristics of asphalt mixture quality review include Stability,\r\nFlow value, Void In The Mix (VIM), Void Filled With Asphalt (VFA), Void Mineral\r\nAggregate (VMA), Marshall Quostient (MQ), and Density value in the mixture.\r\nThe results of this study were obtained for the maximum stability value on the use of 25%\r\nRAP obtained 1300,320 kg, while for the use of 50% RAP obtained 1076,468 kg and for\r\nRAP 75% has a maximum stability value of 966 kg. Of the three variations in the use of\r\nRAP it has mixed characteristics and marshall characteristics that meet the General\r\nSpecifications of Bina Marga. The Optimum Asphalt Content (KAO) value for the\r\npercentage of RAP use of 25% was 5.8%. As for the use of RAP of 50%, the Optimum\r\nAsphalt Level (KAO) value of 5.6% is obtained. And the use of RAP of 75% obtained\r\nOptimum Asphalt Levels of 5.4%. The higher the use of RAP percentage, the Optimum\r\nAsphalt Level (KAO) obtained is getting smaller.\r\nKeyword: RAP (Reclaimed Asphalt Pavement), Optimum Asphalt Levels (KAO),\r\nAsphalt Concrete - Wearing Coarse (AC - WC)"^^ . "2019" . . . . . "FAKULTAS TEKNIK"^^ . . . . . . . "1415011134"^^ . "SOFYAN RAMADHAN"^^ . "1415011134 SOFYAN RAMADHAN"^^ . . . . . . "PENGARUH PERSENTASE BAHAN CAMPURAN ASPAL DAUR ULANG\r\nTERHADAP KARAKTERISTIK MEKANIK CAMPURAN ASPAL PANAS\r\nLAPISAN AC – WC (ASPHALT CONCRETE – WEARING COURSE) (File PDF)"^^ . . . "ABSTRAK.pdf"^^ . . . "PENGARUH PERSENTASE BAHAN CAMPURAN ASPAL DAUR ULANG\r\nTERHADAP KARAKTERISTIK MEKANIK CAMPURAN ASPAL PANAS\r\nLAPISAN AC – WC (ASPHALT CONCRETE – WEARING COURSE) (File PDF)"^^ . . . "PENGARUH PERSENTASE BAHAN CAMPURAN ASPAL DAUR ULANG\r\nTERHADAP KARAKTERISTIK MEKANIK CAMPURAN ASPAL PANAS\r\nLAPISAN AC – WC (ASPHALT CONCRETE – WEARING COURSE) (File PDF)"^^ . . . "SKRIPSI TANPA BAB PEMBAHASAN.pdf"^^ . . . "PENGARUH PERSENTASE BAHAN CAMPURAN ASPAL DAUR ULANG\r\nTERHADAP KARAKTERISTIK MEKANIK CAMPURAN ASPAL PANAS\r\nLAPISAN AC – WC (ASPHALT CONCRETE – WEARING COURSE) (Other)"^^ . . . . . . "lightbox.jpg"^^ . . . "PENGARUH PERSENTASE BAHAN CAMPURAN ASPAL DAUR ULANG\r\nTERHADAP KARAKTERISTIK MEKANIK CAMPURAN ASPAL PANAS\r\nLAPISAN AC – WC (ASPHALT CONCRETE – WEARING COURSE) (Other)"^^ . . . . . . "preview.jpg"^^ . . . "PENGARUH PERSENTASE BAHAN CAMPURAN ASPAL DAUR ULANG\r\nTERHADAP KARAKTERISTIK MEKANIK CAMPURAN ASPAL PANAS\r\nLAPISAN AC – WC (ASPHALT CONCRETE – WEARING COURSE) (Other)"^^ . . . . . . "medium.jpg"^^ . . . "PENGARUH PERSENTASE BAHAN CAMPURAN ASPAL DAUR ULANG\r\nTERHADAP KARAKTERISTIK MEKANIK CAMPURAN ASPAL PANAS\r\nLAPISAN AC – WC (ASPHALT CONCRETE – WEARING COURSE) (Other)"^^ . . . . . . "small.jpg"^^ . . . "PENGARUH PERSENTASE BAHAN CAMPURAN ASPAL DAUR ULANG\r\nTERHADAP KARAKTERISTIK MEKANIK CAMPURAN ASPAL PANAS\r\nLAPISAN AC – WC (ASPHALT CONCRETE – WEARING COURSE) (Other)"^^ . . . . . . "lightbox.jpg"^^ . . . "PENGARUH PERSENTASE BAHAN CAMPURAN ASPAL DAUR ULANG\r\nTERHADAP KARAKTERISTIK MEKANIK CAMPURAN ASPAL PANAS\r\nLAPISAN AC – WC (ASPHALT CONCRETE – WEARING COURSE) (Other)"^^ . . . . . . "preview.jpg"^^ . . . "PENGARUH PERSENTASE BAHAN CAMPURAN ASPAL DAUR ULANG\r\nTERHADAP KARAKTERISTIK MEKANIK CAMPURAN ASPAL PANAS\r\nLAPISAN AC – WC (ASPHALT CONCRETE – WEARING COURSE) (Other)"^^ . . . . . . "medium.jpg"^^ . . . "PENGARUH PERSENTASE BAHAN CAMPURAN ASPAL DAUR ULANG\r\nTERHADAP KARAKTERISTIK MEKANIK CAMPURAN ASPAL PANAS\r\nLAPISAN AC – WC (ASPHALT CONCRETE – WEARING COURSE) (Other)"^^ . . . . . . "small.jpg"^^ . . . "PENGARUH PERSENTASE BAHAN CAMPURAN ASPAL DAUR ULANG\r\nTERHADAP KARAKTERISTIK MEKANIK CAMPURAN ASPAL PANAS\r\nLAPISAN AC – WC (ASPHALT CONCRETE – WEARING COURSE) (Other)"^^ . . . . . . "PENGARUH PERSENTASE BAHAN CAMPURAN ASPAL DAUR ULANG\r\nTERHADAP KARAKTERISTIK MEKANIK CAMPURAN ASPAL PANAS\r\nLAPISAN AC – WC (ASPHALT CONCRETE – WEARING COURSE) (Other)"^^ . . . . . . "PENGARUH PERSENTASE BAHAN CAMPURAN ASPAL DAUR ULANG\r\nTERHADAP KARAKTERISTIK MEKANIK CAMPURAN ASPAL PANAS\r\nLAPISAN AC – WC (ASPHALT CONCRETE – WEARING COURSE) (Other)"^^ . . . . . . "PENGARUH PERSENTASE BAHAN CAMPURAN ASPAL DAUR ULANG\r\nTERHADAP KARAKTERISTIK MEKANIK CAMPURAN ASPAL PANAS\r\nLAPISAN AC – WC (ASPHALT CONCRETE – WEARING COURSE) (Other)"^^ . . . . . . "PENGARUH PERSENTASE BAHAN CAMPURAN ASPAL DAUR ULANG\r\nTERHADAP KARAKTERISTIK MEKANIK CAMPURAN ASPAL PANAS\r\nLAPISAN AC – WC (ASPHALT CONCRETE – WEARING COURSE) (Other)"^^ . . . . . . "indexcodes.txt"^^ . . . "PENGARUH PERSENTASE BAHAN CAMPURAN ASPAL DAUR ULANG\r\nTERHADAP KARAKTERISTIK MEKANIK CAMPURAN ASPAL PANAS\r\nLAPISAN AC – WC (ASPHALT CONCRETE – WEARING COURSE) (Other)"^^ . . . . . . "PENGARUH PERSENTASE BAHAN CAMPURAN ASPAL DAUR ULANG\r\nTERHADAP KARAKTERISTIK MEKANIK CAMPURAN ASPAL PANAS\r\nLAPISAN AC – WC (ASPHALT CONCRETE – WEARING COURSE) (Other)"^^ . . . . . . "indexcodes.txt"^^ . . "HTML Summary of #56283 \n\nPENGARUH PERSENTASE BAHAN CAMPURAN ASPAL DAUR ULANG \nTERHADAP KARAKTERISTIK MEKANIK CAMPURAN ASPAL PANAS \nLAPISAN AC – WC (ASPHALT CONCRETE – WEARING COURSE)\n\n" . 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