View Item 
      •   UMY Repository
      • 03. DISSERTATIONS AND THESIS
      • Students
      • Undergraduate Thesis
      • Faculty of Engineering
      • Department of Civil Engineering
      • View Item
      •   UMY Repository
      • 03. DISSERTATIONS AND THESIS
      • Students
      • Undergraduate Thesis
      • Faculty of Engineering
      • Department of Civil Engineering
      • View Item
      JavaScript is disabled for your browser. Some features of this site may not work without it.

      PENGARUH CAMPURAN ASPAL PENETRASI 60/70 DENGAN KADAR 5,5% DAN LATEKS TERHADAP KARATERISTIK MARSHALL PADA PERKERASAN AC-WC

      Thumbnail
      View/Open
      COVER (58.50Kb)
      HALAMAN JUDUL (370.5Kb)
      HALAMAN PENGESAHAN (200.4Kb)
      ABSTRAK (9.595Kb)
      BAB I (15.48Kb)
      BAB II (156.3Kb)
      BAB III (667.6Kb)
      BAB IV (171.1Kb)
      BAB V (12.46Kb)
      DAFTAR PUSTAKA (11.83Kb)
      LAMPIRAN (891.5Kb)
      NASKAH PUBLIKASI (224.2Kb)
      Date
      2019-05-23
      Author
      ZULMA, MUCHAMAD ARIF
      Metadata
      Show full item record
      Abstract
      Road pavement needs a binding material namely asphalt in the form of a mixture of material for road construction. Asphalt has some types namely natural asphalt, modified asphalt, asphalt cement, and cut back asphalt. The different modifications of asphalt that has been being explored were the modification with Sasobit wax, Carbon Black, Mineral fibres and so on. In this research, latex was used as the material for asphalt mixture. The research objective was to analyze the mixture of asphalt with the asphalt penetration 60/70 and the addition of latex. The research was done using the Marshall method to know the Flow, VIM, VMA, VFA, MQ, Stability, and Density values by using latex as the material for asphalt mixture. The result of the test toward the asphalt content of 5.5% and the latex content in variation of 0%, 2%, 4%, and 6% showed that the OBC at a latex content of 6% had Flow 3.71 mm, VIM 3.71%, VMA 15.82%, VFA 97.63%, MQ 344.55 kg/mm, Stability 1069.58 kg, and Density 2.35.
      URI
      http://repository.umy.ac.id/handle/123456789/27655
      Collections
      • Department of Civil Engineering

      DSpace software copyright © 2002-2015  DuraSpace
      Contact Us | Send Feedback
      Theme by 
      @mire NV
       

       

      Browse

      All of UMY RepositoryCollectionsBy Issue DateAuthorsTitlesSubjectsThis CollectionBy Issue DateAuthorsTitlesSubjects

      My Account

      Login

      DSpace software copyright © 2002-2015  DuraSpace
      Contact Us | Send Feedback
      Theme by 
      @mire NV