KINERJA CAMPURAN SAMI-R MENGGUNAKAN KARET SERUTAN 10%, 20% DAN 30% BERDASARKAN UJI MARSHALL

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 va...

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Main Authors: Astrawan, Erik, Ngii, Edward, Sriyani, Rini
Format: Article in Journal/Newspaper
Language:English
Published: PRODI D3 TEKNIK SIPIL 2017
Subjects:
Online Access:http://ojs.uho.ac.id/index.php/MedKons/article/view/27191
https://doi.org/10.33772/jmk.v2i1.27191
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spelling ftunihaluoleoojs:oai:ojs.192.168.0.13:article/27191 2023-05-15T18:12:18+02:00 KINERJA CAMPURAN SAMI-R MENGGUNAKAN KARET SERUTAN 10%, 20% DAN 30% BERDASARKAN UJI MARSHALL Astrawan, Erik Ngii, Edward Sriyani, Rini 2017-04-01 application/pdf http://ojs.uho.ac.id/index.php/MedKons/article/view/27191 https://doi.org/10.33772/jmk.v2i1.27191 eng eng PRODI D3 TEKNIK SIPIL http://ojs.uho.ac.id/index.php/MedKons/article/view/27191/15835 http://ojs.uho.ac.id/index.php/MedKons/article/view/27191 doi:10.33772/jmk.v2i1.27191 Copyright (c) 2022 MEDIA KONSTRUKSI Media Konstruksi : Jurnal Ilmiah Teknik Sipil; Vol 2, No 1 (2017): MedKons 2503-2712 10.33772/jmk.v2i1 info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Peer-reviewed Article 2017 ftunihaluoleoojs https://doi.org/10.33772/jmk.v2i1.27191 https://doi.org/10.33772/jmk.v2i1 2023-01-04T13:59:25Z 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%. Article in Journal/Newspaper sami Open Jurnal System Halu Oleo University (UHO) Karet ENVELOPE(16.233,16.233,68.544,68.544)
institution Open Polar
collection Open Jurnal System Halu Oleo University (UHO)
op_collection_id ftunihaluoleoojs
language English
description 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%.
format Article in Journal/Newspaper
author Astrawan, Erik
Ngii, Edward
Sriyani, Rini
spellingShingle Astrawan, Erik
Ngii, Edward
Sriyani, Rini
KINERJA CAMPURAN SAMI-R MENGGUNAKAN KARET SERUTAN 10%, 20% DAN 30% BERDASARKAN UJI MARSHALL
author_facet Astrawan, Erik
Ngii, Edward
Sriyani, Rini
author_sort Astrawan, Erik
title KINERJA CAMPURAN SAMI-R MENGGUNAKAN KARET SERUTAN 10%, 20% DAN 30% BERDASARKAN UJI MARSHALL
title_short KINERJA CAMPURAN SAMI-R MENGGUNAKAN KARET SERUTAN 10%, 20% DAN 30% BERDASARKAN UJI MARSHALL
title_full KINERJA CAMPURAN SAMI-R MENGGUNAKAN KARET SERUTAN 10%, 20% DAN 30% BERDASARKAN UJI MARSHALL
title_fullStr KINERJA CAMPURAN SAMI-R MENGGUNAKAN KARET SERUTAN 10%, 20% DAN 30% BERDASARKAN UJI MARSHALL
title_full_unstemmed KINERJA CAMPURAN SAMI-R MENGGUNAKAN KARET SERUTAN 10%, 20% DAN 30% BERDASARKAN UJI MARSHALL
title_sort kinerja campuran sami-r menggunakan karet serutan 10%, 20% dan 30% berdasarkan uji marshall
publisher PRODI D3 TEKNIK SIPIL
publishDate 2017
url http://ojs.uho.ac.id/index.php/MedKons/article/view/27191
https://doi.org/10.33772/jmk.v2i1.27191
long_lat ENVELOPE(16.233,16.233,68.544,68.544)
geographic Karet
geographic_facet Karet
genre sami
genre_facet sami
op_source Media Konstruksi : Jurnal Ilmiah Teknik Sipil; Vol 2, No 1 (2017): MedKons
2503-2712
10.33772/jmk.v2i1
op_relation http://ojs.uho.ac.id/index.php/MedKons/article/view/27191/15835
http://ojs.uho.ac.id/index.php/MedKons/article/view/27191
doi:10.33772/jmk.v2i1.27191
op_rights Copyright (c) 2022 MEDIA KONSTRUKSI
op_doi https://doi.org/10.33772/jmk.v2i1.27191
https://doi.org/10.33772/jmk.v2i1
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