Ariyanto, Aan and Ismaili, Abul Fida (2020) PENGARUH MODIFIKASI ASPAL BUTON KADAR 9%, 9,5% PADA CAMPURAN ASPAL MINYAK AC-WC TERHADAP KARAKTERISTIK MARSHALL EFFECT OF BUTON ASPHALT MODIFICATION LEVELS 9%, 9.5% ON AC-WC OIL ASPHALT MIXTURE ON MARSHALL CHARACTERISTICS. Tugas Akhir thesis, University Technology Yogyakarta.
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Abstract
ABSTRAK Saatinibanyakjalanberaspal yang dilewatiolehkendaraanberattidakmampumenerimabebankendaraantersebut, sehinggaseringkitatemukankerusakanpadaawalumurrencanajalanseperti retak, deformasi, dankerusakanlainnya, yang menyebabkanperencanaanawaljalantidaktercapai. Salah satuinovasi yang dapatdilakukanuntukmeningkatankualitasaspaladalahdenganmenambahkanasbuton butir tipe B 50/30 pada campuran aspal minyak AC-WC. Penelitianinidilakukandengantujuanmengetahuibagaimana kualitasaspalbeton yang menggunakanpenambahanasbuton butir tipe B 50/30 danjikadiujidenganmetodemarshall. Penelitianinimerupakanpenelitianeksperimen. Penelitianinimenggunakanasbuton butir tipe B 50/30 sebagaibahantambahdenganvariasikadar 0%, 9% dan 9,5% dariberat total campuran. Masing-masingvariasidibuatdengan 3 sampelbenda, jumlahsemuabendaujisejumlah9bendauji. Pembuatanbendaujiinimenggunakancampuran Asphalt Concrete-Wearing Course (AC-WC) kemudiandiujimenggunakanmetodemarshalluntukstabilitas,VIM, VMA, VFA, flow, dan MQ (Marshall Quotient). Hasildaripenelitianinimenunjukanbahwapenambahankadarbahantambahasbuton butir tipe B 50/30 mempengaruhinilaikarakteristikaspalpadapengujianmarshall. Berdasarkanhasilpenelitianbahwa dengan penambahan asbuton butir tipe B 50/30 dapatmeningkatkankarakteristikmarshall yangmeliputinilaistabilitas, VFA dan Marshall Quotient (MQ). Sedangkan untuk nilai VMA, VIM dan flow mengalami penurunan dan kenaikan per variasi kadar asbuton butir tipe B 50/30. Namunnilaiflowdan VMA tetapmemenuhinilaispesifikasi yang mengacupadaSpesifikasiUmumBinaMarga 2018. Dapat disimpulkanbahwapemakaianAsbutonButir Tipe B 50/30dengankadar9,5% sudahmenghasilkanhasil yang optimal. Kata kunci: AC-WC (Asphalt Concrete-Wearing Course), Aspal, Asbuton Butir, Marshall At present many paved roads traversed by vehicles are unable to receive the ride, so that it finds damage in the early stages of the road such as cracks, deformation, and other damage, which causes the initial planning to be unreachable. One of the innovations that can be done to improve the quality of asphalt is by adding type B 50/30 grain to the AC-WC oil asphalt mixture. This research was conducted with the aim of knowing how the quality of asphalt concrete using the addition of Buton grains of type B 50/30 if tested with a Marshall method This research is an experimental research. This research uses asphalt buton type B 50/30 as an additive with variation of 0%, 9% and 9.5% of the total weight of the mixture. Each variation was made with 3 sample objects, and the total number of all specimens was 9 test objects. The making of these test specimens uses a mixture of Asphalt Concrete-Wearing Course (AC-WC) which is then tested using Marshall methods for stability, VIM, VMA, VFA, flow, and MQ (Marshall Quotient). The results of this research show that the addition of asbuton grains type B 50/30 affects the characteristic value of asphalt to the Marshall test. Based on the results of research that with the addition of asbuton type B 50/30 can increase the characteristics of Marshall which includes the value of stability, VFA and Marshall Quotient (MQ). As for the VMA, VIM and flow values have decreased and increased per variation of asbuton content type B 50/30. However, the flow and VMA values still meet the specification values that refer to the General Specifications for the Price of 2018. It can be concluded that the use of Asbuton Grain Type B 50/30 with a 9.5% rate has yielded optimal results. Keywords: AC-WC (Asphalt Concrete-Wearing Course), Asphalt, Asbuton Grain, Marshall
Item Type: | Thesis (Skripsi, Tugas Akhir or Kerja Praktek) (Tugas Akhir) |
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Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
Divisions: | Fakultas Sains dan Teknologi > S1 Teknik Sipil |
Depositing User: | Kaprodi S1 Teknik Sipil UTY |
Date Deposited: | 14 Oct 2020 08:36 |
Last Modified: | 14 Oct 2020 08:36 |
URI: | http://eprints.uty.ac.id/id/eprint/5858 |
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