Pencampuran Batu Kapur Dan Bottom Ash Sebagai Lapis Pondasi Kelas B Perkerasan Jalan Kabupaten Wakatobi

Mixing Limestone and Bottom Ash as a Class B Foundation Layer for Wakatobi Regency Road Pavement

  • Masbahrin Masbahrin Universitas Sulawesi Tenggara
  • La Ode Muh. Magribi Universitas Halu Oleo
  • La Ode Musa Rachmat Universitas Sulawesi Tenggara
Keywords: CBR, Bottom Ash, Limeston, Abration, Pavement.

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 ©

Downloads

Download data is not yet available.

References

Agus S. Kurniasih, Rezeki M. I. 2016. Analisis Kerusakan Perkerasan Jalan Kota Cirebon Jawa Barat. Volume V Nomor 5, Universitas Swadaya Gunung Jati, Cirebon.

Debataraja, S, M, T. Sihite, N 2020 Pengaruh Penambahan Plastik Bekas Tipe Polyehylene Terephalate (PET) Terhadap Daya Lekat Campuran Laston Lapis AC-WC. Jurnal Ilmiah Teknik Sipil, Vol. 9(1), Universitas Darma Agung, Medan.

Direktorat Jendral Bina Marga, 2010, Spesifikasi Umum Devisi 6 Perkerasan Aspal Edisi November 2010. Kementrian Pekerjaan Umum. Jakarta

Funan A. 2020. Analisis Kelayakan Agregat Kelas A dan B Dari Quarry Neomuti Sebagai Bahan Lapis Pondasi Berdasarkan Spesifikasi Bina Marga 2010 Revisi III. Nusa Tenggara Timur.

Permana, A. Agtiar, G.S 2013. Komparasi Analisis Tebal Perkerasan Lapis Tambah (Overlay)Dengan Metode Asphalt Institute dan Analisa Komponen Pada Jalan Cihampelas Kota Bandung. Bandung

Sugeha, L.R. Alif, Sulandari, E. Suyono, S.R. 2016. Pemanfaatan Limbah Abu Batu Bara Sebagai Filler Pada Campuran Laston. Kalimantan Barat

Published
2021-12-09
How to Cite
Masbahrin, M., Muh. Magribi, L. O., & Rachmat, L. O. (2021). Pencampuran Batu Kapur Dan Bottom Ash Sebagai Lapis Pondasi Kelas B Perkerasan Jalan Kabupaten Wakatobi. Sultra Civil Engineering Journal (SCiEJ), 2(2), 99 - 106. https://doi.org/10.54297/sciej.v2i2.198