TEFI, Nea Meliana (2022) Hubungan Nilai Uji Karakteristik Marshall Terhadap Pennentuan Kadar Aspal Campuran Ac-Wc Gradasi Halus. Undergraduate thesis, Universitas Katolik Widya Mandira Kupang.
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Abstract
Road construction has used a lot for asphalt-concrcate mixture because this mixture will product a waterproof and durable pavement mixture. In the technical spesifications of Highways for Aspalth Concrate Mix planning, the marshall parameter is very necessary in testing to determine the aspalth content, so as to get a good aspalth mixture, Laston AC-WC mixtures with different gradations certainly produce differences in the characteristics of the mixture. Research on the AC-WC mixture of fine gradation with variation in gradation and aims to measure the influenceof Marshall characteristics (stability, Flow, VIM, VMA VFA, MQ) and the optimum levelproduced by gradation of agregateesin determining useful aspalth content. To overcome the durability of the pavement. The method used in planning the aspalth-concrate mix is the Marshall method. Marshall test results of gradation of fine aggregate stability 1375.0 kg, Flow 3.2%, mm, VIM 3.3%, VMA 17.0%, VFB 80.3%, MQ 390%, KAO 6.0%. The Marshall parameter value of the upper limit gradation variation meet the 2018 Highways Spesification.
Item Type: | Thesis (Undergraduate) |
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Uncontrolled Keywords: | Laston, Gradasi, Marshall |
Subjects: | T Technology > TA Engineering (General). Civil engineering (General) T Technology > TE Highway engineering. Roads and pavements |
Divisions: | Fakultas Teknik > Program Studi Teknik Sipil |
Depositing User: | S.T Nea Meliana Tefi |
Date Deposited: | 22 Sep 2022 23:39 |
Last Modified: | 22 Sep 2022 23:39 |
URI: | http://repository.unwira.ac.id/id/eprint/9281 |
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