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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 : Media Konstruksi : Jurnal Ilmiah Teknik Sipil

 1 
KINERJA CAMPURAN SAMI-R MENGGUNAKAN KARET SERUTAN 10%, 20% DAN 30% BERDASARKAN UJI MARSHALL Erik Astrawan; Edward Ngii; Rini Sriyani
Media Konstruksi : Jurnal Ilmiah Teknik Sipil Vol 2, No 1 (2017): MedKons
Publisher : PRODI D3 TEKNIK SIPIL

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (179.976 KB) | DOI: 10.33772/jmk.v2i1.27191

Abstract

Abstract The results of this research show that the value of the stability of the third draft of specification variation Latasir value obtained above 200 kg. The value for the flow of the third draft variation no one specification with a value between 2-3 mm. The results obtained for the Marshall value Quotient (MQ) in variation II for different types of asphalt levels of specifications. Latasir. For the value of the percentage of The Aggregat Minral Voide (VMA) for the third draft the variation vercentage value obtained above 20%, so that the third draft of the variations can meet the specification. Retrieved value Void Filled With Asphalt (VFWA) on the draft variation II with asphalt levels 10%, 11% and 12% by value of VFWA percentage above 75%. While the value of the Void In The Mix (VIM) obtained on the draft Variation I in asphalt levels 12% with the highest percentage of 5,39%, thus entered in the specification of the latasir with the value of the percentage of VIM between 3-6%.  
PENGARUH VARIASI FILLER PADA CAMPURAN SAMI-R DENGAN MENGGUNAKAN 20% KARET TERHADAP KARAKTERISTIK MARSHALL Ihram Fajar; Edward Ngii; La Ode Muhammad Nurrakhmad Arsyad
Media Konstruksi : Jurnal Ilmiah Teknik Sipil Vol 2, No 1 (2017): MedKons
Publisher : PRODI D3 TEKNIK SIPIL

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (128.346 KB) | DOI: 10.33772/jmk.v2i1.27187

Abstract

Abstract SAMI (Stress Absorbing Membrane Interlayer) is an application maintenance or maintenance on existing pavement used to prevent cracks from the bottom layer to get to the new surface layer (overlay). SAMI is an intermediate layer at the interface between layers of asphalt that absorbs stress to reduce the crack (stress-relieving interlayer) in the overlay layer.The purpose of this research is to know the Marshall characteristics of mixed SAMI-R mixture using rubber of 20% in each variation. (Variation I Sand 90% and Cement 10%, Variation II Sand 80% and Cement 20%, and Variation III Sand 70% and Cement 30%).These results indicate that the stability of the three design variations meet the specifications Latasir with values obtained over 200 kg. Values for the flow of the three design variations none meet specifications with a value between 2-3 mm. The results obtained for the value of Marshall Quotient (MQ) in variations II and III levels for different types of asphalt meet the specifications Latasir. For percentage values Void In The Mineral Aggregate (VMA) for the third design variation values obtained percentages above 20%, so that the third draft of these variations can meet the specifications. Void values obtaine Filled With Asphalt (VFWA) on draft variation I with asphalt content of 10%, 11%,  and 12%, by value VFWA percentage above 75%. While the value of Void In The Mix (VIM) is obtained on draft variation I in the asphalt content of 10%, 11%,  and 12%, with the percentage of 4.14% and 4.74%, so it makes the specification Latasir with VIM percentage value between 3-6&%.  
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