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primary topic: http://digilib.unila.ac.id/id/eprint/430

http://digilib.unila.ac.id/id/eprint/430
type: Article
title: VARIASI PERSENTASE AGREGAT PIPIH SEBAGAI AGREGAT KASAR TERHADAP KARAKTERISTIK LAPISAN ASPAL BETON (LASTON)(VARIATIONS IN THE PERCENTAGE OF FLAKY AGGREGATES AS COARSE AGGREGATE FOR ASPHALT CONCRETE LAYER CHARACTERISTICS (LASTON))
abstract: Agregat pipih pada umumnya juga dihasilkan oleh stone crusher, sehingga dilapangan tidak dapat dihindari pemakaian bentuk agregat tersebut. Disebabkan hal yang demikian maka dilakukan penelitian pengaruh bentuk butiran pipih terhadap perkerasan lentur jalan raya. Pada penelitian ini dilakukan untuk mengetahui pengaruh variasi persentase agregat pipih sebagai agregat kasar terhadap karakteristik lapisan aspal beton (LASTON) bergradasi halus dengan empat variasi yang berbeda-beda, mulai dari kelompok agregat pipih 0%, 10%, 30% dan 50%. Dari hasil analisis didapatkan nilai stabilitas terbesar pada variasi agregat pipih 0% kadar aspal 5,0% yaitu 1818,80 kg, nilai flow terbesar pada variasi agregat pipih 10% kadar aspal 6,5% yaitu 5,77 mm, nilai Marshall Quotients terbesar pada variasi agregat pipih 0% kadar aspal 5,0% yaitu 579,14 kg/mm, nilai VIM terbesar pada variasi agregat pipih 30% kadar aspal 4,5% yaitu 14,00%, nilai VMA terbesar pada variasi agregat pipih 30% kadar aspal 4,5% yaitu 22,89%, nilai VFA terbesar pada variasi agregat 0% kadar aspal 6,5% yaitu 80,09%. Dari nilai-nilai parameter Marshall terlihat bahwa berdasarkan persentase agregat pipih 0%, 10%, 30% dan 50% yang layak digunakan terdapat pada variasi 0% dan 10%. Sehingga nilai KAO (Kadar Aspal Optimum) didapat hanya pada variasi agregat pipih 0% dan 10% dengan nilai 6,14% dan 6,23%. Kata Kunci : Laston, Variasi Persentase Agregat Pipih, AC-WC, Parameter Marshall (Flaky aggregates in general are also produced by the stone crusher, so that the field can not be avoided use of the aggregate form. Due to such things then do research on the influence of flaky granules highway flexible pavements. This study was conducted to determine the effect of variations in the percentage of flaky aggregates as coarse aggregate for asphalt concrete layer characteristics (LASTON) with four different variations, ranging from flaky aggregate group 0%, 10%, 30% and 50%. Values obtained from the analysis of the variation in ag…
date: 2013-12-23
status: published
author list: authors
type: EPrint
type: OtherEPrint
is part of: repository
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Fakultas Teknik
type: Organization

BAYU PRADINA WISUDA Sarno
type: Person
given name: BAYU PRADINA WISUDA
family name: Sarno

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http://digilib.unila.ac.id/id/document/29707
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label: VARIASI PERSENTASE AGREGAT PIPIH SEBAGAI AGREGAT KASAR TERHADAP KARAKTERISTIK LAPISAN ASPAL BETON (LASTON)(VARIATIONS IN THE PERCENTAGE OF FLAKY AGGREGATES AS COARSE AGGREGATE FOR ASPHALT CONCRETE LAYER CHARACTERISTICS (LASTON)) (Other)
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http://digilib.unila.ac.id/id/document/29708
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label: VARIASI PERSENTASE AGREGAT PIPIH SEBAGAI AGREGAT KASAR TERHADAP KARAKTERISTIK LAPISAN ASPAL BETON (LASTON)(VARIATIONS IN THE PERCENTAGE OF FLAKY AGGREGATES AS COARSE AGGREGATE FOR ASPHALT CONCRETE LAYER CHARACTERISTICS (LASTON)) (Other)
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http://digilib.unila.ac.id/id/document/29709
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label: VARIASI PERSENTASE AGREGAT PIPIH SEBAGAI AGREGAT KASAR TERHADAP KARAKTERISTIK LAPISAN ASPAL BETON (LASTON)(VARIATIONS IN THE PERCENTAGE OF FLAKY AGGREGATES AS COARSE AGGREGATE FOR ASPHALT CONCRETE LAYER CHARACTERISTICS (LASTON)) (Other)
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http://digilib.unila.ac.id/id/document/29710
type: Document
label: VARIASI PERSENTASE AGREGAT PIPIH SEBAGAI AGREGAT KASAR TERHADAP KARAKTERISTIK LAPISAN ASPAL BETON (LASTON)(VARIATIONS IN THE PERCENTAGE OF FLAKY AGGREGATES AS COARSE AGGREGATE FOR ASPHALT CONCRETE LAYER CHARACTERISTICS (LASTON)) (Other)
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http://digilib.unila.ac.id/430/
title: HTML Summary of #430 VARIASI PERSENTASE AGREGAT PIPIH SEBAGAI AGREGAT KASAR TERHADAP KARAKTERISTIK LAPISAN ASPAL BETON (LASTON)(VARIATIONS IN THE PERCENTAGE OF FLAKY AGGREGATES AS COARSE AGGREGATE FOR ASPHALT CONCRETE LAYER CHARACTERISTICS (LASTON))
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primary topic: http://digilib.unila.ac.id/id/eprint/430

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