Kajian Kuat Lentur Beton pada Perkerasan Kaku Jalan Tol Balikpapan-Samarinda

Authors

  • Rahmat Rahmat Universitas Balikpapan
  • Irna Hendriyani Universitas Balikpapan
  • Ryandi Dito Pratama Universitas Balikpapan

DOI:

https://doi.org/10.33084/mits.v6i1.257

Keywords:

kuat lentur beton, kuat tekan beton, perkerasan kaku

Abstract

The Balikpapan - Samarinda toll road is one part of the trans Kalimantan toll road that arrived currently under construction. The construction of this toll road uses rigid pavement. Road construction This toll road by the East Kalimantan Provincial Public Works Department requires a minimum flexural strength of 45 kg / cm² for 28 days of concrete age. The purpose of this study is to study flexural strength concrete on the rigid pavement of the Balikpapan-Samarinda toll road based on the planning of concrete mixes at field. This study uses experimental methods in the laboratory. Credit samples are made based on concrete mix planning in the field and testing in the laboratory. The sample as many as 24 pieces for a cylinder size of 15 x 30, and 12 pieces for blocks measuring 15 x 15 x 60, which will remain at the age of 7, 14, 21 and 28 days. The results of the strong test on the cylinder is obtained at 382 kg / cm2, 27% bigger than planning, and flexural strength in the beam of 53.48 kg / cm2, 18% greater than requirements. So it can be concluded that the pavement work is rigid on the Balikpapan-Samarinda toll road Has been in accordance with the provisions stipulated by the East Kalimantan Provincial Public Works Department.

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Author Biographies

Rahmat Rahmat, Universitas Balikpapan

Lecturer of Civil Engineering Universitas Balikpapan

Irna Hendriyani, Universitas Balikpapan

Lecturer of Civil Engineering Universitas Balikpapan

Ryandi Dito Pratama, Universitas Balikpapan

Lecturer of Civil Engineering Universitas Balikpapan

References

Abdulgani Helmi, 2011, "Mengenal kekuatan bahan (Compressive Strength)”. Bandung. ASTM INTERNATIONAL, Designation : C 293 – 02
Dinas Pekerjaan Umum Bidang Bina Marga, 1985, “Pedoman Perencanaan Perkerasan Kaku (Beton Semen)”.
Dinas Pekerjaan Umum Bidang Bina Marga, 1993, "Buku Petunjuk Pelaksanaan Beton”
Dinas Pekerjaan Umum Bidang Bina Marga, 2010, “Spesifikasi Rev. 2”
Dinas Pekerjaan Umum Bidang Bina Marga, 2015, “Spesifikasi Jalan Tol Bina Marga”.
Hendriyani, Irna. 2016, "Modul Praktikum Teknologi Beton", Balikpapan, Program Studi Teknik Sipil Fakultas Teknik Sipil dan Perencanaan Universitas Balikpapan.
Hendriyani, Irna; Reno Pratiwi; Yepi Aprilianus, 2016, "Pengaruh Jenis Air pada Perawatan Beton terhadap Kuat Tekan Beton", Jurnal Transukma Vol. 01 No. 02 hal. 202 – 212 Juni 2016, Balikpapan ; Program Studi Teknik Sipil Fakultas Teknik Sipil dan Perencanaan Universitas Balikpapan.
Rahmat; Irna Hendriyani; Moch. Syaiful Anwar, 2016, “Analisis Kuat Tekan Beton dengan Bahan Tambah Reduce Water dan Accelerated Admixture”, Jurnal Info Teknik Vol. 17 N0. 02 Desember 2016, Banjarbaru ; Fakultas Teknik Universitas Lambung Mangkurat.
Syahputra Reza, 2010, Perkerasan Kaku, Jakarta, Bumi Aksara.
Tri Mulyono, 2004, Teknologi Beton, Yogyakarta, Andi.

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Published

2017-12-01

How to Cite

Rahmat, R., Hendriyani, I., & Pratama, R. D. (2017). Kajian Kuat Lentur Beton pada Perkerasan Kaku Jalan Tol Balikpapan-Samarinda. Media Ilmiah Teknik Sipil, 6(1), 50–60. https://doi.org/10.33084/mits.v6i1.257