EVALUASI KONDISI STRUKTUR BETON BERTULANG PADA BANGUNAN EKSISTING MENGGUNAKAN METODE NDT DAN PENYUSUNAN STRATEGI PEMELIHARAAN BERBASIS KLASIFIKASI MUTU

Reni  Suryanita; Vinka Lyona; Randhi Saily; Intan Monica MG; Harnedi Maizir; Raihan Arditama Harnedi

doi:10.35814/xnjvzg64

Authors

Reni Suryanita Universitas Riau
Vinka Lyona Jurusan Teknik Sipil, Fakultas Teknik, Universitas Riau
Randhi Saily Jurusan Teknik Sipil, Fakultas Teknik, Universitas Riau
Intan Monica MG Jurusan Teknik Sipil, Fakultas Teknik, Universitas Riau
Harnedi Maizir Program Studi Teknik Sipil, Sekolah Tinggi Teknologi Pekanbaru
Raihan Arditama Harnedi Civil Engineer PT. Harista Karsa Mandiri Pekanbaru

DOI:

https://doi.org/10.35814/xnjvzg64

Keywords:

Non-Destructive Test, Rebar locator, Rebound Hammer, Ultrasonic Pulse Velocity, Building Maintenance

Abstract

The assessment of reinforced concrete (RC) building structures is a critical step in ensuring the sustainability and functional reliability of existing facilities. This study aims to evaluate the quality of concrete using Non-Destructive Testing (NDT) methods—namely Rebar Locator, Rebound Hammer (RH), and Ultrasonic Pulse Velocity (UPV)—and to formulate maintenance strategies based on concrete quality classification. Testing was conducted on six column locations of a three-story office building, with measured compressive strength values ranging from 36.3 MPa to 48.9 MPa and ultrasonic pulse velocities ranging from 2.57 m/s to 4.75 m/s. The test results were interpreted to determine the condition levels of the concrete, which subsequently served as the basis for recommending appropriate maintenance actions. The findings revealed that structural elements at Level 1 were classified as Excellent, whereas Levels 2 and 3 exhibited conditions ranging from Good to Doubtful. Maintenance strategies were formulated accordingly, encompassing routine maintenance, localized repair, and structural strengthening in critical areas. This NDT-based approach enhances the accuracy of condition-based maintenance planning and contributes to both the sustainability and safety of reinforced concrete building structures.

References

Setyawan, A. W. M. (2021). Strategi pemeliharaan bangunan bertingkat berdasarkan umur dan fungsi. Jurnal Teknik Sipil, 19(2), 87–94. Retrieved from https://ojs.serambimekkah.ac.id/jse/article/download/6454/4704

Hasbullah, M. A., Yusof, R., & Yusoff, M. N. (2017). Assessing the performance of concrete structure based on the width of the crack using UPV. Journal of Engineering Science and Technology, 12(Special Issue), 17–25.

Mata, R., Ruiz, R. O., & Nuñez, E. (2023). Correlation between compressive strength of concrete and ultrasonic pulse velocity: A case study and a new correlation method. Construction and Building Materials, 369, 130569. https://doi.org/10.1016/j.conbuildmat.2023.130569

Pratama, E., Kadir, Y., & Siregar, C. A. (2023). Pemeriksaan mutu beton terpasang menggunakan pengujian Rebound Hammer Test. Jurnal Permukiman, 19(2), 85–92. https://jurnalpermukiman.pu.go.id/index.php/JP/article/view/432

Putra, S. H. (2023). Evaluasi kuat tekan beton menggunakan Hammer Test dan UPV pada Jembatan Kuala Samboja. Jurnal Ilmiah Teknik Sipil, 8(2), 120–128. https://ejurnal.polnes.ac.id/index.php/inersia/article/view/361

Suryanita, R., Mardiyono, & Adnan, A. (2017). Intelligent bridge seismic monitoring system based on Neuro Genetic hybrid. TELKOMNIKA, 15(4), 1830–1840. https://doi.org/10.12928/TELKOMNIKA.v15i4.6006

Siregar, A. B., Ginting, R., & Lubis, Y. A. (2024). Evaluasi kuat tekan beton menggunakan UPV dan Hammer Test. Jurnal Sainstek STT Pekanbaru, 9(1), 10–17. https://ejournal.sttp-yds.ac.id/index.php/js/article/view/247

Gultom, A., Ginting, R., & Lubis, Y. A. (2024). SNI 2847:2013 sebagai acuan uji kekuatan struktur kolom gedung beton bertulang pada bangunan bertingkat. Jurnal Darma Agung, 32(5), 458–471.

British Standards Institution. (1986). Testing concrete—Part 125: Methods for analysis of hardened concrete (BS 1881-125). Construction Standards, 2(2), 1–14.

Wiyanto, H., Makarim, C. A., & Gondokusumo, O. (2020). Condition rating examination based on visual assessment of concrete damage caused by poor implementation. Technology Reports of Kansai University, 62(9), 5861–5870. Retrieved from https://www.kansaiuniversityreports.com/volume/TRKU/62/09/condition-rating-examination-based-on-visual-assessment-of-concrete-damage-caused-by-poor-im

Kementerian Pekerjaan Umum dan Perumahan Rakyat. (2019). Modul 8: Spesifikasi Umum Divisi 7 – Struktur. Pusat Pendidikan dan Pelatihan Jalan, Perumahan, Permukiman, dan Pengembangan Infrastruktur Wilayah, Badan Pengembangan Sumber Daya Manusia. https://binamarga.pu.go