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All Journal Jurnal Perencanaan Wilayah Metropilar Media Konstruksi : Jurnal Ilmiah Teknik Sipil Stabilita : Jurnal Ilmiah Teknik Sipil Fakultas Teknik Universitas Halu Oleo Kendari Jurnal Pengabdian Masyarakat Ilmu Terapan (JPMIT) Jurnal Pengabdian Nusantara (JPN)
Edward Ngii
Universitas Halu Oleo
Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Earth & Planetary Sciences Electrical & Electronics Engineering Engineering Environmental Science Materials Science & Nanotechnology Social Sciences Transportation Other

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Journal : Metropilar

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PERBANDINGAN KINERJA FILLER SLAG NIKEL DENGAN KAPUR PADAMAN DALAM CAMPURAN HRS (HOT ROLLED SHEET) Edward Ngii
Metropilar - Jurnal Ilmiah Fakultas Teknik Vol 6, No 1 (2008): Metropilar
Publisher : Universitas Halu Oleo

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Abstract

Aggregate materials used in asphalt mixture is based on assumption which is materials came from the same sources, quality, and heaving the same specific gravity or almost same. There for the used of alternative filler in HRS mixture need to examinated to find filler content that produce the optimum asphalt content as reference of mix performance. This research conducted to HRS-Wearing Course type. Kind of alternative fillers in this research are hydrated lime filler and slag nickel filler. Material testing based on AASHTO/ASTM standard while filler content variation of hydrated lime filler and slag nickel filler are 1%; 3%; 5%; 7% and 9%. At each variation of comparison filler was made sample by asphalt content : 6,0%;  6,5%; 7,0%;  7,5% and 8,0%. Each specimen conducted the examination through the Marshall Test apparatus. Determination of the optimum asphalt content based on the narrow range method, conformed to the 2002 specifications of Kimpraswil Department. Result researched found that using filler content of 7% of hydrated lime can produce the optimum asphalt content (7.63%) and using filler content of 1% of slag nickel can produce the optimum asphalt content (6,75%).  Stability value compare to  dust filler is higher (1910.41 kg) than hydrated lime (1489.20 kg) and slag nickel filler (1525.40 kg) The value that is obtained from both fillers substitution is still fulfill the 2002 specifications of Kimpraswil Department for HRS-WC that is stability value recommended more than 800 kg.   Key Words: filler, nickel slag, hydrated lime, HRS Mixture
Co-Authors Abd. Kadir Achmad Nur Aliansyah Adris Ade Putra Agustan Agustan Agustan Agustan Darwin Darwin Dimas Manggala Putra Erik Astrawan Fitriah S Fitriah S Hasmiati Hasmiati Ihram Fajar La Ode Muhamad Nurrakhmad Arsyad La Welendo Latif Budi Suparma Muh. Syarif Nasrul Nasrul Prinob Aksar Rini Sriyani Rudi Balaka Sitti Nurjannah Ahmad Sudarsono Sudarsono Surya Syawaluddin Vieta Oktaviana Arkos Syahputri Ressang