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Farkhan Ramadhan
Universitas Islam Indonesia
Engineering

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KINERJA CAMPURAN SMA DENGAN MENGGUNAKAN PASIR PANTAI INDRAYANTI SEBAGAI PENGGANTI AGREGAT HALUS Farkhan Ramadhan; Miftahul Fauziah
TEKNISIA Vol. XXV, No. 1, Mei 2020
Publisher : Jurusan Teknik Sipil, Fakultas Teknik Sipil dan Perencanaan, Universitas Islam Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20885/teknisia.vol25.iss1.art4

Abstract

Split Mastic Asphalt (SMA) mixture is one of the popular material for flexible pavement in Indonesia. Due to limitation of fine aggregate product  from stone crusher therefore  an alternative  sand beaches is used. This paper presents results of determine the influence of the use of coastal sand as fine aggregate subtitution on the Split mastic asphalt (SMA). This research have four phases, first testing of aggregate and asphalt properties then Determinition of optimum asphalt content 0%, 25%, 50%, 75%, and 100%. Next step were testing Marshall, Immersion, Indirect Tensile Strength, and Cantabro loss. The results showed that the use of Indrayanti's sand beach as substituted fine aggregate on the Split Mastic Ashpalt 0/11 mixture meet the standard. Based on Marshall's test stability and flexibility  of all the mixture were higher the Bina Marga  specification. Indirect Tensile Strength increase in each addition of  Indrayanti's sand beach. Cantabro Loss and Index Retained Strength on all specimens of Indrayanti's sand beach qualify Bina Marga standard.
Co-Authors Miftahul Fauziah