ANALISIS KARAKTERISTIK CAMPURAN ASPAL DITINJAU DARI ASPEK PROPERTIES MARSHALL

Authors

  • M Zain Triputra Akademi Militer Magelang
  • Agung Prapsetyo Akademi Militer Magelang
  • Kiki Lestari Prodi Arsitektur FTS, UUPAB

Keywords:

Marshall property aspects, asphalt mix characteristics

Abstract

In infrastructure development today, the transport facilities is the main thing, especially land transport most in demand by the users of transport. Therefore, it is necessary to increase the quality of the pavement needs both in terms of strength, safety and comfort. This study is to analyze how the characteristics of asphalt mixtures with Marshall method. And the result showed that the most optimum usage levels of the mixture is bitumen content of 5.9% with the addition of a latex content of 5%. Optimum bitumen content to be used as an asphalt concrete by using AC 60/70 and aggregate Bantak is asphalt content of 6.5%. The test results on the Marshall characteristics Optimum Asphalt Content 6.5%. Density value of 2.33 g / cc. Value VMA (Void in Mineral Aggregate) amounted to 13.92%. c. Value VFB (Void Filled Bitumen) amounted to 60.10%. Value VIM (Void In Mix) by 5.2%. Marshall Stability value of 1156.44 kg. Value Flow (melting) of 3.07 mm. Marshall Quotient obtained was 377.28 kg / mm.

References

Abrams, Duff, 1919, Teknologi Beton, Terjemahan Indonesia, Gramedia, Jakarta.

Antono, A., 1995, Teknik Beton, Fakultas Teknik Universitas Gadjah Mada Yogyakarta.

ASTM,,”ASTM Annual Book of ASTM Standards Section 4 Volume 04. 02.” ASTM 100 West Conshocken,PA.

Dipohusodo, Istimawan, 1994, Struktur Beton Bertulang, Gramedia Pustaka Utama, Jakarta.

Mulyono Tri, MT, 2003 : Teknologi Beton, Penerbit Andi Yogyakarta.

Murdock, L.J, & Brook K.M, 1986, “Bahan dan Praktek Beton”, Penerbit Erlangga, Jakarta.

Namy Edward G, Tavio dan Kusuma Benny, 2010 : Beton Bertulang Edisi Kelima Edisi Tata Cara ACI 318-05, ITS Surabaya.

Nasution Amrinsyah, 2009 : Analisa dan Desain Struktur Beton Bertulang, ITB Bandung.

Nawy,Edward G, 1998, Beton Bertulang, PT Refika Aditama, Bandung.

Nugraha Paul dan Antoni, 2007 : Teknologi Beton Dari Material, Pembuatan, ke Beton Kinerja Tinggi, Universitas Kristen Petra Surabaya.

SK SNI T-15-1990-03, Tata Cara Pembuatan Rencana Campuran Beton Normal, Yayasan LPMB, Bandung.

SK SNI T-15-1991-03, Departemen Pekerjaan Umum RI, Gramedia Pustaka Utama, Jakarta.

SNI 15-2049-1994 Portland Semen, Jakarta.

Suparma, 1997, Hukum Darcy, UGM Yogyakarta.

Sutikno, 2003 : 2. Penjelasan Beton, UGM Yogyakarta.

Tjokrodimulyo, Kardiyono, 1996, Teknologi Beton, Yogyakarta : Nafiri.

Tjokrodimulyo, Kardiyono, 1995, TEKNOLOGI BETON, Jurusan Teknik Sipil Fakultas Teknik UGM, Yogyakarta.

Tjokrodimulyo, Kardiyono, 1992, TEKNOLOGI BETON, Biro Penerbit, Yogyakarta.

http://properti.kompas.com/.Rembesan.Air di unduh tanggal 5 Januari 2014.

http://syaiful-beton.blogspot.com/ di unduh tanggal 16 November 2013.

http://www.ilmusipil.com/pengertian-beton-adalah di unduh tanggal 15 November 2013.

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Published

2023-07-28

How to Cite

M Zain Triputra, Agung Prapsetyo, & Kiki Lestari. (2023). ANALISIS KARAKTERISTIK CAMPURAN ASPAL DITINJAU DARI ASPEK PROPERTIES MARSHALL. JURNAL TEKNIK SIPIL PERTAHANAN, 10(2), 138–152. Retrieved from https://ojs.akmil.ac.id/index.php/tekniksipilpertahanan/article/view/102

Issue

Section

VOL 10.NO.2. JULI 2023

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