| dc.identifier.citation | Anonim, 2006, Modul Praktikum Mekanika Tanah 1, Jurusan Sipil Fakultas Teknik Universitas Muhammadiyah Surakarta. Astuti, 2015, Analisa Pengaruh Bahan Tambah Kapur Terhadap Karakteristik RAP (Reclaimed Asphalt Pavement), Tugas Akhir, Universitas Muhammadiyah Surakarta, Surakarta. Cahyo.P, 2013, Investigasi Karakteristik RAP Artifisial, Tugas Akhir, Universitas Muhammadiyah Surakarta, Surakarta. Danny Kelana Girry, 2010, Karakteristik Daya Dukung Material RAP (Reclaimed Asphalt Pavement) Sebagai Bahan Daur Ulang Perkerasan Jalan, Tugas Akhir, Universitas Muhammadiyah Surakarta, Surakarta. Departemen Pekerjaan Umum, 2010, Spesifikasi Umum Divisi 6 (revisi 3), Direktorat Jendral Bina Marga, Jakarta. Kandhal Prithvi Singh, V.K Sinha and A. Veeraragavan, 2008, A Critical Review Of Bituminous Paving Mixes Used In India, Paper No.541, India. Purnomo.W, 2010, Krakteristik Kepadatan dan CBR Material RAP (Reclaimed Asphalt Pavement) Dengan Proses Pencampuran Hangat, Tugas Akhir, Universitas Muhammadiyah Surakarta, Surakarta. Sridhar R dkk, 2007, Effect of Gradation and Compactive Effort on the properties of dense bituminous macadam mixes, Central Road Research Intitude, New Delhi. Sukirman.S, 1992, Perkerasan Lentur Jalan Raya. Penerbit Nova, Bandung. Sunarjono, S., 2006, Evaluasi Engineering Bahan Perkerasan Bahan Perkerasan Jalan Menggunakan RAP dan Foamed Bitumen. Jurnal Eco Rekayasa Vol. 2 No 2 September 2006, Magister Teknik Sipil Universitas Muhammadiyah Surakarta. S Sunarjono, DK Giri, W Purnomo, R Renaningsih, 2012, Characteristics of Reclaimed Asphalt Pavement as a Road Preservation Recycling Material. Jurnal Dinamika Teknik Sipil, Volume 12 No. 3, September 2012, Prodi Teknik Sipil UMS, Surakarta. Sri Sunarjono, Musclih Hartadi Sutanto, Wahyu Widiasmoro, Agus Riyanto, Aliem Sudjatmiko, 2012. Studi Prosedur Pemadatan Material Asphalt Concrete (AC) Menggunakan Alat Pemadat Roller Slab (APRS) , Seminar Nasional Teknik Sipil 2012, Prodi Teknik Sipil UMS, Surakarta. Sunarjono, S. Riyanto, A., & Absori, 2012, Rekayasa pemanfaatan Reclaimed Asphalt Pavement Untuk Preservasi Konstruksi Jalan. Simposium Nasional Ke-11 RAPI 2012, ISSN : 1412-9612 , Universitas Muhammadiyah Surakarta, http://hdl.handle.net/11617/3777 Sunarjono, S., Astuti, W., W., Sutanto, M., H., 2015, Karakteristik Bahan Reclaimed Asphalt Pavement (RAP) Ruas Jalan Pantura Jawa. Simposium Nasional Teknologi Terapan (SNTT) 3 2015, ISSN: 2339-028X, Makassar. Sunarjono, S., Hidayati, N., 2016, Sepuluh Tahun Hasil Penelitian Bahan Reclaimed Asphalt Pavement di Pusat Studi Transportasi UMS. The 3rd University Research Colloquium (URECOL) 2016, LPPM STIKES Muhammadiyah Kudus, http://hdl.handle.net/ 11617/6930. | in_ID |
| dc.description.abstract | DBM (Dense Bitumen Macadam) is a hot mix asphalt and aggregate, which is one kind of layers of flexible pavement construction. This type of pavement is a gap graded aggregate mixture and mix DBM intended to be used as BC (Binder Course) and used on heavy-laden traffic. So in this study will examine the density value and the carrying capacity of the material RAP (Reclaimed Asphalt Pavement) graded DBM. This study uses laboratory tests. Materials used are derived from the material RAP-Weleri Kendal, Central Java and New Aggregate from PT. Panca Dharma. This study did not use the added material. In this study, tests were conducted abrasion, density, sieve analysis, test and test density CBR (California Bearing Ratio). In testing the density, this study uses the density of Standard Proctor and Modified Proctor and to determine the water content buwat CBR density testing uses water content derived from Modified Proctor density. To find carrying capacity, pemeriksaanya using a CBR (California Bearing Ratio) without bath (Unsoaked) with a variation of 10, 30, 65 strokes. Based on density test showed that the new aggregate is higher than the RAP, this was due to the specific gravity and absorption of new aggregate is higher than the RAP. Based on the carrying capacity has found that new aggregate carrying capacity is higher than the RAP, this was due to the RAP material composed of aggregates and asphalt material that enveloped him. From the above conditions can be concluded that the quality of new aggregate better than the RAP. The results of this study can be explained that the value of the specific gravity and absorption of RAP and New Aggregates, the results of RAP obtained bulk specific gravity of 1.73, 1.77 SSD density, apparent specific gravity of 1.80 and absorption of 2.25 %, while the results of newly acquired aggregate bulk specific gravity of 2.45, 2.50 SSD density, apparent specific gravity of 2.59 and 2.425 % absorption. Values obtained abrasion on the RAP 25.44% and 20.86% New Aggregate. The results of standard test proctor RAP obtained maximum density of 1.47 g / cm3, the optimum water content of 7.7% while the newly acquired aggregate of 1.84 g / cm3, the optimum water content of 8.9%. The test results of modified Proctor maximum density RAP obtained 1.57 g / cm3, the optimum water content of 7.1%, while new aggregate obtained was 1.92 g / cm3, the optimum water content of 8.4%, the density of modified proctor test is used to find CBR water content. RAP CBR test results obtained 57.78% while the New Aggregate test test results obtained 92.44%. It can be concluded that the RAP and New Aggregate that has been graded by the DBM, the value of the New Aggregate much higher compared with the results of the RAP. | in_ID |
