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Sihtasari Devi
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SOSIALISASI K3 KONSTRUKSI PADA PROYEK PEMBANGUNAN GEDUNG TAHFIDZ SMA 1 MUHAMMADIYAH PURBALINGGA Sihtasari Devi
BESIRU : Jurnal Pengabdian Masyarakat Vol. 3 No. 2 (2026): BESIRU : Jurnal Pengabdian Masyarakat, Februari 2026
Publisher : Lembaga Pendidikan dan Penelitian Manggala Institute

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62335/besiru.v3i2.2320

Abstract

Keselamatan dan Kesehatan Kerja (K3) merupakan aspek penting dalam pelaksanaan proyek konstruksi guna meminimalkan risiko kecelakaan kerja serta menciptakan lingkungan kerja yang aman dan produktif. Proyek pembangunan Gedung Tahfidz SMA 1 Muhammadiyah Purbalingga sebagai salah satu kegiatan konstruksi memiliki potensi bahaya yang cukup tinggi, baik yang berasal dari penggunaan alat berat, pekerjaan di ketinggian, maupun paparan material konstruksi. Oleh karena itu, kegiatan sosialisasi K3 konstruksi perlu dilakukan sebagai upaya preventif untuk meningkatkan pengetahuan, kesadaran, dan kepatuhan pekerja terhadap standar keselamatan kerja. Metode yang digunakan dalam kegiatan ini meliputi penyampaian materi secara langsung, diskusi interaktif, serta pemberian contoh penerapan K3 di lapangan, seperti penggunaan alat pelindung diri (APD) dan penerapan prosedur kerja aman. Hasil dari kegiatan sosialisasi menunjukkan adanya peningkatan pemahaman pekerja mengenai pentingnya K3 serta kesadaran dalam menerapkan prosedur keselamatan selama proses pembangunan berlangsung. Dengan adanya sosialisasi K3 konstruksi ini, diharapkan dapat menurunkan angka kecelakaan kerja, meningkatkan kualitas pekerjaan, serta mendukung kelancaran dan keberhasilan proyek pembangunan Gedung Tahfidz SMA 1 Muhammadiyah Purbalingga secara optimal dan berkelanjutan.
Analisis Perbandingan Biaya Pekerjaan Struktur Rumah Tinggal berdasarkan AHSP 2025 Endah Atika; Sihtasari Devi
CENDEKIA : Jurnal Penelitian dan Pengkajian Ilmiah Vol. 3 No. 2 (2026): CENDEKIA : Jurnal Penelitian dan Pengkajian Ilmiah, Februari 2026
Publisher : Lembaga Pendidikan dan Penelitian Manggala Institute

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62335/cendekia.v3i2.2358

Abstract

Cost planning is a crucial aspect in the implementation of residential construction projects, especially for structural work which absorbs the largest portion of costs. The accuracy of cost estimates is greatly influenced by the unit price analysis method used. This study aims to analyze and compare the costs of residential structural work based on the 2025 Work Unit Price Analysis (AHSP) with the actual calculation approach in the field. The scope of structural work analyzed includes foundation work, sloof, columns, beams, and floor slabs. The research method used is a quantitative descriptive method with data collection stages in the form of working drawings, technical specifications, work volumes, and material prices and labor wages. Next, the Cost Budget Plan (RAB) was calculated using AHSP 2025 and compared with costs based on the contractor's calculation method or previous standards. The results of the study show a difference in costs. The cost of concrete structural work using the manual method was obtained at Rp. 148,066,698.96, using the semi-mechanical method at Rp. 147,807,726.06 and using the ready-mix method at Rp. 141,875,406.73. The percentage of concrete work using the semi-mechanized method compared to the manual method can save 0.17%, while the ready-mix method can save 4.18%. This research is expected to provide a reference for planners, contractors, and academics in improving the accuracy of cost estimates and understanding the implications of implementing AHSP 2025 in residential projects.
EVALUASI KONDISI PERKERASAN JALAN MENGGUNAKAN METODE SURFACE DISTRESS INDEX (SDI) PADA RUAS JALAN RANDEGAN LOR-TAMAN BENDUNG SLINGA KABUPATEN PURBALINGGA Sihtasari Devi; Andyka Meylina
Jurnal Al Ulum LPPM Universitas Al Washliyah Medan Vol. 14 No. 2 (2026): Jurnal Al Ulum: LPPM Universitas Al Washliyah Medan
Publisher : UNIVERSITAS AL WASHLIYAH (UNIVA) MEDAN

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47662/alulum.v14i2.1333

Abstract

Road infrastructure plays an important role in supporting community mobility and regional economic growth. Inadequately treated pavement deterioration can reduce road service quality and increase accident risks. This study aims to identify pavement distress types, analyze the factors causing deterioration, and determine appropriate maintenance methods using the Surface Distress Index (SDI) approach. The study was conducted on the Randegan Lor-Taman Bendung Slinga Road Section, Purbalingga Regency, with a total observation length of 300 meters divided into six segments. The research employed field surveys and descriptive quantitative analysis based on the SDI method established by the Directorate General of Highways. The analyzed parameters included crack area, crack width, pothole quantity, and rutting depth. The results indicated that the dominant pavement distresses were alligator cracking, edge cracking, depression, potholes, and ravelling. The primary factors causing pavement deterioration were repeated traffic loading, poor drainage systems, and inadequate shoulder support. The SDI analysis showed an average value of 85 for all segments, indicating a moderate pavement condition. Therefore, periodic maintenance consisting of sealing, levelling, and overlay treatments is recommended to prevent further pavement deterioration.
Co-Authors Andyka Meylina Endah Atika