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All Journal PINISI Discretion Review Jurnal Teknik Sipil Institut Teknologi Padang Jurnal Kemitraan Masyarakat
Sitorus, Mentari S.
Unknown Affiliation
Humanities Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Engineering Languange, Linguistic, Communication & Media Public Health Social Sciences Transportation

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Evaluative Study of OSH Management System in Civil and Mechanical Works of the 150 kV Raha Substation Project Afiah, Indah Nur; Shiber, Nahridzah Mahjubuh; Sitorus, Mentari S.; Ibrahim, Zulfadli; Muhibuddin, Andi Firman
PINISI Discretion Review Volume 8, Issue 2, March 2025
Publisher : Universitas Negeri Makassar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26858/pdr.v8i2.75856

Abstract

The construction of substations is one of the most crucial electrical projects in the development of infrastructure and economic growth, to ensure a stable, reliable, and equitable supply of electricity. Electrical construction projects inherently present significant occupational safety and accident risks, ranging from exposure to high voltage to incidents involving heavy equipment. In Indonesia, the Occupational Safety and Health (OSH) Management System known as SMK3 is mandated by Government Regulation (PP) No. 50 of 2012, and serves as the national framework for mitigating these dangers. The goal for implementing this system is to prevent and minimize human and financial losses, including lost work hours and declining productivity, thereby supporting more effective and efficient operational performance. In this study, the implementation of SMK3 on the 150 kV Raha Substation project was evaluated using a descriptive qualitative method with employing data collection instruments that included interviews, field observations, and a checklist of questions based on the audit criteria elements outlined in applicable regulations. The implementation of SMK3, based on 166 audit criteria in the Raha 150 kV Substation construction project, as per PP No. 50 of 2012, achieved a compliance rate of 92.17% (153 criteria compliant and 13 criteria non-compliant), categorized as satisfactory category. From the analysis of respondent interviews and field observations, it was found that the main factors causing obstacles to the optimal implementation of OSH in general are low employee understanding, budget constraints, lack of standardization among subcontractors, and disparities in employee competencies. 
Zero Accident di Dunia Konstruksi Edukasi Keselamatan dan Kesehatan Kerja (K3) Konstruksi Bagi Siswa SMKN 4 Gowa Sitorus, Mentari S.; Zulfadli Ibrahim; Ivan Fachrul Marsha; Andi Firman Muhibuddin; Indah Nur Afiah
Jurnal Kemitraan Masyarakat Vol. 2 No. 1 (2025): Jurnal Kemitraan Masyarakat
Publisher : Lembaga Pengembangan Kinerja Dosen

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62383/jkm.v2i1.1228

Abstract

The high number of work accidents indicates that the implementation of Occupational Safety and Health (K3) is still not optimal, particularly in the construction industry. Vocational schools (SMK) can foster awareness from an early age through education and training. Students in general are not aware of the potential for workplace accidents yet. K3 education for students from an early age can help provide a beneficial understanding and foster attitudes and habits to apply K3 in their future work environments. The purpose of this program is to provide understanding and basic knowledge of construction K3 to students of SMKN 4 Gowa. The method used to educate students through this K3 learning is lectures and socialization, as well as evaluation through pre-tests and post-tests. Overall, the results show that this K3 education activity helps students in the Building Modeling and Information Design program at SMKN 4 Gowa understand all the topics that were talked about. These include understanding K3 and the Zero Accident goal, the importance of construction K3, potential hazards in construction, methods of hazard identification and risk assessment, risk control, recognizing personal protective equipment, symbols and signs, and learning about work accidents that happen in Indonesia.
Evaluasi Mutu Beton dengan Metode Non-Destructive Test pada Kolom Gedung Parkir Menara USM Prasetya, Bagas; Zhafira, Talitha; Sagara, Nandhika Jihan; Widorini, Trias; Sitorus, Mentari S.
Jurnal Teknik Sipil Institut Teknologi Padang Vol 11 No 1 (2024): Jurnal Teknik Sipil institut Teknologi Padang
Publisher : ITP Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21063/jts.2024.V1101.040-45

Abstract

Semarang adalah salah satu kota dengan kepadatan penduduk yang tinggi. Hal ini membuat lahan di kota Semarang menjadi sempit sehingga pembangunan gedung parkir dan basement menjadi salah satu solusi yang bisa ditawarkan oleh masyarakat modern di zaman sekarang. Tujuan penelitian ini adalah untuk  mengetahui nilai mutu beton pada gedung parkir dan basement Menara Universitas Semarang apakah sudah sesuai dengan perencanaan. Nilai mutu beton kolom suatu gedung dapat diketahui dengan melakukan uji kualitas fisik bangunan dengan cara tidak merusak beton (non-destructive) atau metode NDT, yaitu dapat menggunakan metode dan peralatan pengujian rebound number (Schimidt Hammer Test). Menara Universitas Semarang merupakan salah satu gedung termuda di Universitas Semarang yang dibangun pada tahun 2019 dan saat ini telah berusia ±4 tahun. Gedung Menara Universitas Semarang sendiri memiliki 10 lantai dengan kolam renang pada lantai paling atasnya. Penelitian ini dilakukan menggunakan metode pengumpulan data primer dan sekunder, di mana data primer yang didapat adalah dengan cara melakukan survey atau uji tes non-destructive secara langsung pada kolom gedung parkir dan basement menara Universitas Semarang. Sedangkan data sekunder didapatkan dengan cara meminta data kepada instansi  terkait. Penelitian ini dilakukan pada 20 titik, di mana setiap titik diberikan pemukulan sekitar 10 pukulan. Dari perencanaan gedung parkir dan basement menara Universitas Semarang menggunakan mutu kolom beton K-375 atau setara dengan fc’ 31,125 MPa. Hasil penelitian ini mendapatkan nilai kuat tekan beton yang sudah sesuai dengan perencanaan.
Co-Authors Afiah, Indah Nur Andi Firman Muhibuddin Ibrahim, Zulfadli Indah Nur Afiah Ivan Fachrul Marsha Muhibuddin, Andi Firman Prasetya, Bagas Sagara, Nandhika Jihan Shiber, Nahridzah Mahjubuh Talitha Zhafira Trias Widorini