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All Journal Teknika Logic : Jurnal Rancang Bangun dan Teknologi Jurnal Ilmiah Rekayasa Sipil Jurnal Abdimas Ilmiah Citra Bakti (JAICB) Construction and Material Journal APPLIED RESEARCH ON CIVIL ENGINEERING AND ENVIRONMENT (ARCEE) Jurnal Teknik Sipil Cendekia (JTSC) Media Komunikasi Dunia Ilmu Sipil (MoDuluS) JURNAL POLI-TEKNOLOGI Logic : Jurnal Rancang Bangun Dan Teknologi
Eva Azhra Latifa
Politeknik Negeri Jakarta
Aerospace Engineering Agriculture, Biological Sciences & Forestry Arts Humanities Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Earth & Planetary Sciences Education Electrical & Electronics Engineering Energy Engineering Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Mechanical Engineering Physics Social Sciences Transportation

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Journal : JURNAL POLI-TEKNOLOGI

 1 
DAMPAK GRADASI AGREGAT DENGAN DUA VARIASI ASPAL TERHADAP SIFAT CAMPURAN BETON ASPAL Mulyono Mulyono; Edy Pramono; Eva Azhra Latifa
Jurnal Poli-Teknologi Vol. 10 No. 1 (2011)
Publisher : Politeknik Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (42.938 KB) | DOI: 10.32722/pt.v10i1.438

Abstract

Abstract This research meant to observe impact of aggregate gradation with two kind of asphalt towards asphaltic concrete properties. Asphalt Cement Wearing Course research which is applied to aggregate gradation above and below Restriction zone according to Bina Marga December 2005 specification. Both of asphalt has same viscosity but come from different resources suggest different behavior at temperature impact. Laboratory test do to determine void in mineral aggregate, void in mixture and void filled with asphalt, stability and flow occurred. The conclusions are: (1) For two kind of asphalt Pertamina and Shell, aggregate gradation above restriction zone better than below, however some result does not show any patron. (2) Two kind of asphalt with same penetration have same asphalt optimum percentages, 6 - 6,5%. (3) Aggregate gradation above restriction zone has 1312 kg -812 kg stability with 3,97% - 3,93% void in mixture with 10% filler. (4) Refusal test for two kind of asphalt’s result shows that smallest void in mixture and biggest void filled with asphalt occur at above restriction zone. Keywords: aggregate gradation, restricition zone, void, stability, flow.
Co-Authors Achmad Ibnu Faishal Amanah, Rizka Daniya Tiarani Diah Eka Rahmawati Edelweis Gent Haryanto Edy Pramono Eko Wiyono Handi Sudardja, Handi Haryanto, Edelweis Gent Hemas Amanatun Nisa Intan Permata Sari intan permata sari Maulani, Eka Olivia Muhammad Abi Hartono Muhammad Imaduddin Mulyono Mulyono Muna Azizah Nugroho, Leonard Ardian Reyhan Febrian Putra Rizal, Rikki Sofyan Sony PRAMUSANDI Yega Mardiansyah Yelvi