PENGARUH VARIASI UKURAN BUTIRAN AGREGAT KASAR TERHADAP KARAKTERISTIK MARSHALL CAMPURAN BETON ASPAL (Studi Penelitian)

PUTRI, BUDI WIGATINING (2008) PENGARUH VARIASI UKURAN BUTIRAN AGREGAT KASAR TERHADAP KARAKTERISTIK MARSHALL CAMPURAN BETON ASPAL (Studi Penelitian). Other thesis, University of Muhammadiyah Malang.

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Abstract

Good quality road will give some comfortable for road consumer. A higher level of economy growth make traffic growth higher and it make road damage easily caused of heavy traffic load. It need stiffness that able to make strong and durable surface. This examination intends to exam how many big influence of grain size variation of coarse aggregate from 12,5 mm (½”); 9,5 mm (⅜”); 4,75 mm (No.4); 2,36 mm (No.8); 1,18 mm (No.16); 0,59 mm (No.30); 0,279 mm (No.100) to Marshall caracteristics of asphalt concrete mixing. The meaning of Marshall caracteristics are stability, flow, Void In Mix (VIM), Marshall Quotient. This examination method threaten to road of asphalt concrete leveling accomplishment advice (SKBI-2.4.26.1987) from Bina Marga and to know about influence from using grain size variation of coarse aggregate used linier regretion method (Prof. Dr. Agus Irianto, 2004). From examination result decreasing score for stability at 1105,49 kg until 870,50 kg and flow at 3,050 mm until 2,273 mm. Otherway there are increasing score for VIM at 4,577% until 5,366% and Marshall Quotient at 3,559 kn/mm until 3,762 kn/mm.

Item Type: Thesis (Other)
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Engineering > Department of Civil Engineering
Depositing User: Anggit Aldila
Date Deposited: 30 May 2012 06:17
Last Modified: 30 May 2012 06:17
URI: http://eprints.umm.ac.id/id/eprint/6189

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