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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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 |
_version_ |
1766184846703460352 |