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All Journal Jurnal Perencanaan Wilayah Stabilita : Jurnal Ilmiah Teknik Sipil Fakultas Teknik Universitas Halu Oleo Kendari Sultra Civil Engineering Journal (SCiEJ)
La Ode Muh. Magribi
Universitas Halu Oleo
Civil Engineering, Building, Construction & Architecture Engineering Environmental Science Social Sciences Transportation

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Journal : Sultra Civil Engineering Journal (SCiEJ)

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Pencampuran Batu Kapur Dan Bottom Ash Sebagai Lapis Pondasi Kelas B Perkerasan Jalan Kabupaten Wakatobi Masbahrin Masbahrin; La Ode Muh. Magribi; La Ode Musa Rachmat
Sultra Civil Engineering Journal Vol 2 No 2 (2021): Sultra Civil Engineering Journal (SCiEJ)
Publisher : Universitas Sulawesi Tenggara

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1122.784 KB) | DOI: 10.54297/sciej.v2i2.198

Abstract

Higway is an important infrastructure facility to support economic development in a region. The pavement construction of Wakatobi Regency is known to use materials imported form Palu City and Ambon City. In Wakatobi, there are actually quite a lot of local materials, such as send and limestone or limeston, but they cannot be used optimally. The puepose of this study wa to determine the characteristics of Komala limeston and the characteristics of bottom ash taken from the Nii Tanasa PLTU and how the ideal mixture composition between the two materials combined. The results showed that the characteristics of limestone/ limestone with the composition with the composition of broken stone 55% + 45% boottom ash, 50% broken stone + boottom ash 50% and 45% broken stone + 55% boottom ash obtained coarse agregate density = 1,491%, weight type of fine agregate (boottom ash) = 14,95% with each abrasion = 25,30% for testing the performance of an ideal mixture of Komala limeston and Nii Tanasa boottom ash with a composition of 55% broken stone + 45% boottom ash, CBR on γd Max. 61,76 % have met the specifications. Meanwhile the composition of 50% crushed stone + boottom ash 50% and 45% broken stone + 55% boottom ash does not meet the specifications of Bina Marga 2010. Copyright ©
Co-Authors Adris Ade Putra Hardianti Hardianti La Ode Muhamad Nurrakhmad Arsyad La Ode Musa Rachmat Masbahrin Masbahrin Muh. Ardiwansa Weka Widayati