Evaluasi Kuat Tekan Beton Menggunakan Pengujian Non Destructive (Hammer Test) Studi Kasus: Proyek Pembangunan Tambatan Perahu, Desa Uludala, Kab. Ende
DOI:
https://doi.org/10.31004/joecy.v5i2.2335Keywords:
Concrete Compressive Strength, Hammer Test, Non-Destructive Test, Mini Pile, Concrete QualityAbstract
The construction of a boat mooring/people’s pier in Ende Regency is one of the government's efforts to assist the community in obtaining services for transportation access. The construction of a boat mooring/people’s pier at Ropa Beach, Uludala Village, Maurole District aims to provide a supporting facility for the community to moor boats, accelerate economic progress and serve the social needs of the community. This study evaluated the quality of installed concrete on a 25 cm × 25 cm mini pile structure in the construction of a community boat mooring/pier using the non-destructive Hammer Test method. The test results showed a strong relationship between the rebound number and the compressive strength of the concrete, with a regression equation of Ŷ = 1.9531x – 39.265, a determination coefficient of 0.9991 or 99.91%. and a correlation coefficient of 0.99955. The average concrete compressive strength value reached 59.660 MPa or equivalent to the quality of concrete (K-608.53), exceeding the minimum specifications of K-450. These results indicate that the quality of the installed concrete has met or even exceeded the planning standards.
References
ASTM E176. (2016). Dealing With Outlying Observations. i, 2–4. https://doi.org/10.1520/E0178-16A.2
Budi Nugroho, Tumingan, & Ernawati. (2023). Evaluasi Kuat Tekan Beton Menggunakan Hammer Test Dan Ultrasonic Pulse Velocity (Upv) Pada Jembatan Kuala Samboja. Jurnal Inersia, 14(1), 16–22. https://doi.org/10.46964/inersia.v14i1.361
Chairunnisa, N., Pratiwi, A. Y., Darmawan, A. R., Nurwidayati, R., Krasna, W. A., Cahyadi, A., & Zackyudin, M. (2023). Pendampingan Teknis Pengujian Tidak Merusak dengan Ultrasonic Pulse Velocity dan Hammer Test Pada Struktur Beton Bertulang Bangunan Kantor di Banjarbaru. Jurnal Pengabdian ILUNG (Inovasi Lahan Basah Unggul), 3(1), 146. https://doi.org/10.20527/ilung.v3i1.9523
Egi Pratama, Kadir, Y., Afriade Siregar, C., Arief Gumilang, A. S., & Pratama. (2022). PEMERIKSAAN MUTU BETON TERPASANG MENGGUNAKAN PENGUJIAN NONDESTRUKTIF (NDT) DAN DESTRUKTIF, STUDI KASUS: BANGUNAN BETON BERTULANG 4 LANTAI Concrete In-place Strength Assessment Utilizing Non-Destructive Test (NDT) and Destructive Test, Case Study: 4 Storie.
Nugraha, P., & Antoni. (2004). Teknologi Beton Dari Material, Pembuatan, ke Beton Kinerja Tinggi (F. S. Suyantoro (ed.)). ANDI.
RSNI 4803. (2012). Metode Uji Angka Pantul Beton Keras.
SNI ASTM C805. (2012). Metode Uji Angka Pantul Beton Keras. i–iii, 1–10.
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Copyright (c) 2025 Frianggi Sofia D Mansari, Reyneldis L Fernandez, Wenceslaus R Fernandez
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