KEPADATAN CAMPURAN DENGAN VARIASI TUMBUKAN TERHADAP AC-WC GRADASI HALUS

YULIANSYAH, 0915011029 (2015) KEPADATAN CAMPURAN DENGAN VARIASI TUMBUKAN TERHADAP AC-WC GRADASI HALUS. Fakultas Teknik, Universitas Lampung.

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1. COVER LUAR.pdf

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2. ABSTRACT.pdf

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3. ABSTRAK.pdf

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4. COVER DALAM.pdf

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5.LEMBAR PERSETUJUAN.pdf

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6.LEMBAR PENGESAHAN.pdf

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7.LEMBAR PERNYATAAN.pdf

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8. RIWAYAT HIDUP.pdf

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9. MOTO.pdf

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10. HALAMAN PERSEMBAHAN.pdf

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11. SANWACANA.pdf

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12. DAFTAR ISI.pdf

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13. DAFTAR TABEL.pdf

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14. DAFTAR GAMBAR.pdf

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BAB I.pdf

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BAB II.pdf

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BAB III.pdf

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BAB IV.pdf
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BAB V.pdf

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DAFTAR PUSTAKA.pdf

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Abstrak

ABSTRACT This study was conducted to determine the effect of variations in the compaction of the characteristics of the asphalt layer using the Marshall method which refers to the building specifications of bina marga 2010. In the Marshall plan establishes parameters for the number of compaction of heavy traffic conditions compaction test specimen as 2x75 compaction with the cavity boundary mixture of 3,5- 5.5%. While on the asphalt concrete layer is studied Asphalt Concrete Wearing Coarse (AC-WC) subtle gradations lower limit. After the results of the testing materials testing both asphalt and aggregate meets the standards and then do the manufacture asphalt mixture specimen. From the analysis of the value obtained after calculating the optimum asphalt content lower limit of 6,8%. Then used in mixing asphalt content for the variation of the collision is 2x50, 2x55, 2x60, 2x65, 2x70, 2x75, 2x80, and 2x85. After it was examined Marshall. From the test results on compaction Marshall 2x50, 2x55, 2x60, 2x65, and 2x70. Does not meet the Marshall parameter value because Marshall Quotient (MQ) does not enter the specifications. While the value of voids In The Mix (VIM) in the collision 2x50, 2x55, 2x60, 2x65, and 2x70 are also not included in the specification. Only on compaction of 2x75, 2x80 and 2x85 that meet the parameters of Marshall. ABSRTAK Penelitian ini dilakukan untuk mengetahui pengaruh variasi tumbukan terhadap karakteristik lapisan aspal menggunakan metode Marshall yang mengacu pada spesifikasi bina maraga 2010. Pada perencanaan Marshall menetapkan parameter jumlah tumbukan untuk kondisi lalu lintas berat pemadatan benda uji sebanyak 2x75 tumbukan dengan batas rongga campuran antara 3,5-5,5 %. Sedangkan terhadap lapisan aspal beton yang diteliti adalah Asphalt Concrete Wearing Coarse (AC-WC) gradasi halus batas bawah. Setelah hasil pengujian bahan baik pengujian aspal dan agregat telah memenuhi standar maka dilakukan pembuatan benda uji campuran beraspal . Dari hasil analisis setelah dilakukan perhitungan didapat nilai kadar aspal optimum batas bawah 6,8%. Kemudian kadar aspal digunakan dalam pencampuran untuk variasi tumbukan yaitu 2x50, 2x55, 2x60, 2x65, 2x70, 2x75, 2x80, dan 2x85. Setelah itu dilakukan pengujian Marshall. Dari hasil pengujian Marshall pada tumbukan 2x50, 2x55, 2x60, 2x65, dan 2x70. Tidak memenuhi parameter Marshall dikarnakan nilai Marshall Quotient (MQ) tidak masuk spesifikasi. Sedangkan nilai Voids In The Mix (VIM) pada tumbukan 2x50, 2x55, 2x60, 2x65, dan 2x70 juga tidak masuk dalam spesifikasi. Hanya pada tumbukan 2x75, 2x80 dan 2x85 yang memenuhi parameter Marshall.

Tipe Karya Ilmiah: Skripsi
Subyek: Teknologi > Mesin (General). Mesin Sipil (General)
Teknologi > Mesin (General). Mesin Sipil (General)
Mesin (General). Mesin Sipil (General)
Program Studi: Fakultas Teknik > Prodi Sipil
Depositing User: 1954408 . Digilib
Date Deposited: 23 Apr 2015 07:21
Last Modified: 23 Apr 2015 07:21
URI: http://digilib.unila.ac.id/id/eprint/8780

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