Analisis Kepadatan Lapisan Pondasi Agregat (LPA) Kelas A Dengan Menggunakan Metode Sand Cone Pembangunan Jalan Ruas Takkalasi – Bainange Lawo Di Kabupaten Soppeng

Authors

  • Ahmad Akbar Universitas Muhammadiyah Parepare
  • Hamka Hamka Universitas Muhammadiyah Parepare
  • Hendro Widarto Universitas Muhammadiyah Parepare
  • Adnan Adnan Universitas Muhammadiyah Parepare

DOI:

https://doi.org/10.61132/konstruksi.v2i3.450

Keywords:

Mode transportation, egg commodity, AHP, Sidenreng Rappang

Abstract

Soil compaction is required to extend firmness, volume weight and diminish soil porousness at the extend area where adaptable asphalt framework will be built. The point of this inquire about is to decide the impact of soil thickness on street development utilizing the sandcone strategy and to decide the comparison of field compaction testing (Sand Cone) with research facility compaction testing (Compaction Testing) on the development of the Takkalasi-Bainange Lawo area of the Soppeng Rule street. This research was carried out within the Respectful Designing research facility of the Muhammadiyah College of Parepare for 4 months from Eminent to December 2023 utilizing the Sandcone test strategy compared to the compaction strategy. The comes about of the investigation of sandcone testing on soil thickness during the development of Jalan ruas takkalasi-bainange lawo within the locale soppeng, appeared that the thickness of dry soil within the gap was an normal of 2.368 gr/cc. and the comes about of the comparison of Field Compaction Testing (Sand Cone) with Research facility Testing (Compaction Testing) appeared that the most elevated degree of thickness was at STA 2 + 600 at 104.94 and the least degree of thickness was at STA 2 + 300 with a esteem of 101.24 and in case found the middle value of the thickness degree esteem is 101.383%. From the comes about gotten, it meets the Binamarga details, specifically a least of 90%, so the compaction on the development of the Takkalasi - Bainange Disoppeng street is classified as exceptionally compelling since it has met the least details

 

 

References

(2011). Cara Uji Kadar Air Total Agregat Dengan Pengeringan.

A. D. 698 – 07. (2007). Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort.

Adenora, N., Afriani, L., Iswan, & Putra, A. D. (2021). Perbandingan Nilai Derajat Kepadatan Tanah Metode Standard Proctor dengan Alat Uji Tekan Modikasi dan Uji Sand Cone di Lapangan. Jrsdd, 9(4), 739–748. https://doi.org/10.33772/jrsdd.v9i4.207

Amri, A. U., Narul, N., & Welendo, L. (2021). Metode Pelaksanaan Lapis Pondasi Agregat Kelas A ‘Studi Kasus Rekonstruksi Jalan Lingkar Wawonii’. Media Konstr., 6(4), 147. https://doi.org/10.33772/jmk.v6i4.28748

Arbianto, R. (2020). Prediksi Potensi Mengembang Tanah Dengan Parameter Kadar Lempung. Jurnal Teknik Sipil Dan Arsitektur, 25(2), 1–5.

Badan Standardisasi Nasional. (1992). SNI 03-2828-1992 Metode pengujian kepadatan lapangan dengan alat konus pasir. Bsni: Jakarta.

Badan Standardisasi Nasional. (2011). SNI 2828:2011 Metode Uji Densitas Tanah di Tempat (lapangan) dengan Alat Konus Pasir. Badan Standarisasi Nas.: Jakarta.

Badan Standardisasi Nasional. (2012). SNI 1744 Metode Uji CBR Laboratorium. Badan Stand. Nas.: Jakarta.

Bowles, J. E. (1993). Sifat-Sifat Fisis dan Geoteknis Tanah. Penerbit Erlangga: Jakarta.

Braja. (1993). Mekanika Tanah jilid 1. Erlangga: Jakarta.

D. dan Edy. (1993). Mekanika Tanah I. Kanisius: Yogyakarta.

Dan, K., & Pd, B. (2004). Penggunaan Tailing Untuk Lapis Pondasi dan Lapis Pondasi Bawah Departemen Permukiman Dan Prasarana Wilayah. Diakses dari https://binamarga.pu.go.id/uploads/files/628/pedoman-penggunaan-tailing-untuk-lapis-pondasi-dan-lapis-pondasi-bawah.pdf

Departemen Pekerjaan Umum. (1987). Petunjuk Perencanaan Tebal Perkerasan Bahu Jalan. Departemen Pekerjaan Umum: Jakarta.

Departemen Pekerjaan Umum. (2005). DPU Pd T-10-2005-B Pedoman Penanganan Tanah Ekspansif Untuk Konstruksi Jalan. Diakses dari https://binamarga.pu.go.id/uploads/files/730/pedoman-penanganan-tanah-ekspansif-untuk-konstruksi-jalan.pdf

Fakhrul Rozi Yamali, F. (2017). Analisis Energi Pemadatan Tanah di Laboratorium. Jurnal Civronlit Universitas Batanghari, 2(1), 14–17.

Hadijah, I. (2015). Analisis kepadatan lapangan dengan sand cone pada kegiatan peningkatan struktur Jalan Tegineneng –Batas Kota Metro. Tapak, 4(2), 87–92.

Hayadi, D. (2020). Korelasi Nilai CBR Dengan Kepadatan Lapangan Subbase Course. Sultra Civil Engineering Journal (SCiEJ), 1(2), 1–8. https://doi.org/10.33772/jrsdd.v9i4.207

Kementrian PUPR and Departemen Pekerjaan Umum. (2021). Manual Petunjuk Teknis Pengujian Tanah. Kementrian PUPR Dep. Pekerj. Umum: Jakarta.

Pareda, A. (2018). Metode Pelaksanaan Dan Penentuan Kepadatan Lapangan Lapis Pondasi Bawah Pada Proyek Pelebaran Jalan Tumpaan-Lopana.

PUPR, D. (2021). Pengujian Lapangan Sand Cone Dan Test Pit Pada Pekerjaan Lapis Pondasi Agregat Kelas A. Diakses dari https://info.kapuashulukab.go.id/2021/06/08/pengujian-lapangan-sand-cone-dan-test-pit-pada-pekerjaan-lapis-pondasi-agregat-kelas-a-ruas-jalan-apan-ulak-pauk/

RF, C. (1989). Mekanika Tanah, Edisi Keempat. Erlangga: Jakarta.

S.L, H. (2000). Penuntun Praktis Perencanaan Teknik Jalan Raya. Gramedia: Bandung.

Sul-Sel, D. (2023). Proyek Jalan Lawo Soppeng-Barru. Diakses dari https://www.detik.com/sulsel/berita/d-7111437/proyek-jalan-lawo-soppeng-barru-rp-69-m-mulai-rusak-sebelum-diresmikan

Published

2024-07-16

How to Cite

Ahmad Akbar, Hamka Hamka, Hendro Widarto, & Adnan Adnan. (2024). Analisis Kepadatan Lapisan Pondasi Agregat (LPA) Kelas A Dengan Menggunakan Metode Sand Cone Pembangunan Jalan Ruas Takkalasi – Bainange Lawo Di Kabupaten Soppeng. Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang Dan Teknik Sipil, 2(3), 287–295. https://doi.org/10.61132/konstruksi.v2i3.450

Similar Articles

You may also start an advanced similarity search for this article.

Most read articles by the same author(s)