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Edukasi Pengelolaan Limbah Pangan Lokal sebagai Upaya Mendukung Wisata Edukasi Berkelanjutan di Kelurahan Sambau Kota Batam Ade Jaya Saputra; Sri Anggreini; Jody Martin Ginting; Joewono Prasetijo; Hadijah Aulia Putri; Neisya Shakila
Social Engagement: Jurnal Pengabdian Kepada Masyarakat Vol. 4 No. 3 (2026): Juni 2026
Publisher : Lembaga Penelitian dan Pengabdian Kepada Masyarakat Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/se.v4i3.12236

Abstract

Permasalahan limbah pangan menjadi salah satu isu lingkungan yang memerlukan perhatian dalam mendukung pembangunan berkelanjutan. Limbah pangan rumah tangga yang tidak dikelola dengan baik dapat menimbulkan pencemaran lingkungan dan menurunkan kualitas kebersihan kawasan masyarakat. Kelurahan Sambau, Kecamatan Nongsa, Kota Batam memiliki potensi pengembangan wisata edukasi berbasis lingkungan yang dapat didukung melalui peningkatan pemahaman masyarakat mengenai pengelolaan limbah pangan lokal. Kegiatan pengabdian kepada masyarakat ini bertujuan untuk meningkatkan pengetahuan dan kesadaran masyarakat mengenai konsep ekonomi sirkular dalam pengelolaan limbah pangan. Metode pelaksanaan kegiatan dilakukan melalui sosialisasi, edukasi, pelatihan teoritis, dan diskusi interaktif bersama masyarakat. Materi yang disampaikan meliputi pentingnya pengelolaan limbah pangan, prinsip ekonomi sirkular, prinsip 3M (mengurangi, memanfaatkan, dan mengolah), serta pengenalan alternatif pengelolaan limbah organik. Hasil kegiatan menunjukkan bahwa masyarakat memperoleh pemahaman baru mengenai pentingnya pengelolaan limbah pangan secara berkelanjutan dan potensi pengembangannya dalam mendukung wisata edukasi berbasis lingkungan. Kegiatan ini diharapkan dapat meningkatkan kesadaran masyarakat terhadap kebersihan lingkungan serta memperkuat kolaborasi antara perguruan tinggi dan masyarakat dalam mendukung pembangunan berkelanjutan di Kelurahan Sambau.
ANALISIS KAPASITAS DRAINASE MENGGUNAKAN PERANGKAT LUNAK HEC-RAS VERSI 6.0 DALAM MITIGASI BANJIR PERKOTAAN STUDI KASUS: JALAN TRANS BARELANG Natasya Aurum Maharani; Ade Jaya Saputra; Jody Martin Ginting
Racic : Rab Construction Research Vol. 10 No. 1 (2025): JUNI 2025
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v10i1.5683

Abstract

The occurrence of extreme rain with an intensity of 294.8 mm/day caused flooding in Batam City. This resulted in the Trans Barelang Road experiencing inundation due to the inability of the channel to accommodate flow discharge. The purpose of this study is to analyze the capacity of drainage channels using Hec-ras software version 6.0. The research method was carried out with a quantitative approach. The analysis using the maximum rainfall for a 10-year period with a time span of 2014-2023 resulted in a planned discharge with a 2-year re-period, of 11,195 m³/s. The results of the simulation of the existing channel using Hec-ras software with dimensions of 1.4 x 1.2 m show a water surface elevation of 1.95 m which exceeds the channel elevation limit. This results in runoff in the channel. For this reason, it is necessary to change the dimensions of the channel so that it can accommodate the flow discharge as a repair step. The results of the analysis of the change in the dimensions of the channel with dimensions of 1.5×2.5 m are able to accommodate the planned flow discharge. The maximum water elevation surface (WSE) is 1.78 m, and provides a guard height of 0.78 m. The change in the dimensions of this channel is expected to drain the drainage capacity properly and it is necessary to maintain the channel to prevent a reduction in the channel's discharge capacity
Analisis Human Error Menggunakan Metode SHERPA Dan HEART Pada Proyek Rumah Tinggal Restu Maulana Nashuha; Jody Martin Ginting
Racic : Rab Construction Research Vol. 11 No. 1 (2026): JUNI
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v11i1.6642

Abstract

The construction industry has a high rate of workplace accidents, with most incidents caused by human error. This study aims to analyze the potential for human error in residential construction projects using the Systematic Human Error Reduction and Prediction Approach (SHERPA) and Human Error Assessment and Reduction Technique (HEART) methods. This study applies a quantitative approach by obtaining primary data through observation and interviews, and collecting secondary data from relevant project documents. The SHERPA method is used to identify types of errors based on work task analysis, while the HEART method is used to calculate the probability of human error (Human Error Probability/HEP) by considering the Error Producing Conditions (EPC). The analysis results show that the formwork installation task on foundations and columns has the highest HEP value, namely 0.256, followed by the work of creating boundary lines for wall installation with an HEP of 0.1332. Recommendations provided include technical training outside operating hours and increased work supervision. The integration of the SHERPA and HEART methods has proven effective in producing comprehensive risk evaluations and supporting systematic human error mitigation efforts in the construction field.
PERENCANAAN CAMPURAN BETON MENGGUNAKAN SIKA VISCOCRETE 8067MN PADA PENGECORAN BORED PILE Jody Martin Ginting; Ariel Caesar
Educational Building: Jurnal Pendidikan Teknik Bangunan dan Sipil Vol. 9 No. 2 (2023): Educational Building: Jurnal Pendidikan Teknik Bangunan dan Sipil
Publisher : Jurusan Pendidikan Teknik Bangunan Fakultas Teknik Universitas Negeri Medan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24114/ebjptbs.v9i2.61385

Abstract

Beton dalam hal umum merupakan material konstruksi yang tersusun atas semen, air, agregat halus dan agregat kasar serta penambahan beberapa aditif maupun admixture untuk meperbaiki sifat “ sifat negative yang terkandung didalam penyusun beton. Sedangkan penggunaan beton dalam konstruksi pondasi, khususnya pondasi Bored Pile, beton harus memiliki kemampuan yang baik dalam segi slump workability dan kuat tekan beton. Pada beton bored pile, syarat wajib yang harus dimmiliki beton ialah workability tinggi yang harus mempunyai nilai slump minimal 18±2cm dan dukungan slump retensi yang Panjang untuk menghindari proses setting beton sebelum dilakukan pengecoran. Maka dalam perencanaan mutu beton akan ditambahkan admixture Sika Viscocrete 8670MN sebagai admixture untuk menambah sifat beton menjadi lebih kedap terhadap air dan lumpur. Tujuan dari penelitian ilmiah ini adalah untuk membahas berapa nilai slump yang baik untuk bored pile dengan adanya penambahan admixture berupa Sika Viscocrete 8670MN dan metode yang digunakan dalam penelitian ini adalah metode kualitatif. Hasil dari penelitian ini adalah dengan pembambahan Sika Viscocrete 8670MN mampu memenuhi target slump beton dengan nilai workability tinggi. Dengan nilai slump sebesar 21 cm dengan catatan penurunan nilai slump yang tidak terlalu signifikan. Serta pemanbahan Sika Viscocrete 8670MN mampu menurunkan jumlah penggunaan semen dalam perencanaan mutu beton.
Analysis of the Resistance of Steel Materials in Building Structures Against Fire and the Effectiveness of Fireproofing Systems on Steel Structures in High-Rise Buildings Rizqi Valiant; Jody Martin Ginting; Ade Jaya Saputra
Journal of Civil Engineering and Planning (JCEP) Vol. 6 No. 2 (2025)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v6i2.11101

Abstract

This study aims to determine the fire resistance of steel materials and analyze the type and thickness of fireproofing systems on the fire resistance of steel structures in high-rise buildings and modules in the oil & gas sector. The main problem to be solved is how this fireproofing system can extend the time of steel resistance to high temperatures before experiencing structural failure and can provide evacuation time. This study uses a quantitative approach with a post-test-only control group experimental design. The research sample consists of steel specimens coated with two types of protective materials, namely intumescent fireproofing and cementitious fireproofing with three different thicknesses (10 mm, 20 mm, and 30 mm). Data collection was carried out through direct testing of resistance time, temperature increase, and structural changes in the steel material. The test results show that steel specimens without fireproofing will experience structural failure in approximately 60 minutes. Meanwhile, steel coated with a 30 mm thick intumescent fireproofing layer can last up to 120 minutes, while a 30 mm thick cementitious fireproofing layer shows the same resistance as intumescent. Quadratic regression analysis and Fourier conduction law show a positive relationship between increasing coating thickness and fire-resistant time. This study concludes that the implementation of appropriate fire-resistance systems can improve the durability of steel in high-rise buildings and oil and gas modules, extend evacuation times, and reduce the risk of structural collapse. These findings significantly contribute to fire safety policy and fire-resistant building design practices.