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Strategi Pengurangan Genangan dan Sampah Organik melalui Implementasi Biopori Berbasis Partisipatif Patriadi, Andi; Rumihin, Ony Frengky; Nugroho, Wahyu Adi; Prayogo, Bela; Ariyandi, Eka Putra
Jurnal Pengabdian Masyarakat Bhinneka Vol. 3 No. 4 (2025): Bulan Juli
Publisher : Bhinneka Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58266/jpmb.v3i4.216

Abstract

Banjir tahunan di Desa Kalipecabean, Sidoarjo, disebabkan oleh rendahnya daya serap tanah, minimnya infrastruktur resapan, dan kebiasaan buruk membuang sampah. Kegiatan pengabdian ini bertujuan menerapkan teknologi lubang resapan biopori untuk meningkatkan penyerapan air dan mengurangi genangan, sekaligus mengelola sampah organik menjadi kompos. Metode pelaksanaan meliputi sosialisasi, pelatihan pembuatan biopori, implementasi lapangan, dan pendampingan masyarakat. Target luaran mencakup pembuatan minimal 50 titik biopori, peningkatan kesadaran lingkungan warga, dan pengurangan volume sampah organik. Hasil kegiatan menunjukkan penerapan biopori di area publik disertai partisipasi aktif masyarakat, serta pemanfaatan sampah organik sebagai bahan kompos. Teknologi ini efektif, mudah diterapkan, dan mendorong kesadaran kolektif warga terhadap kebersihan dan pengelolaan lingkungan. Kegiatan ini diharapkan meningkatkan ketahanan terhadap banjir dan kemandirian dalam mengelola sampah.
Penerapan Sistem Informasi Geografis (SIG) Dalam Mengidentifikasi Potensi Kelongsoran Patriadi, Andi; Sutra, Nila; Sugiharto, Tia Herlina; Pamungkas, Hegar Wahyu
Lamahu: Jurnal Pengabdian Masyarakat Terintegrasi Vol 2, No 2: August 2023
Publisher : Universitas Negeri Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34312/ljpmt.v2i2.21241

Abstract

The primary objective of this study was to enhance the community's understanding and awareness of landslide risks and mitigation strategies by employing Geographic Information Systems (GIS) to identify landslide-prone areas in the Magetan District, East Java. The initiative unfolded in several stages, which included: (1) emphasizing the importance of mapping areas susceptible to landslides; (2) consolidating data through satellite image analysis and GIS; (3) developing GIS-based maps that depict landslide-prone areas; and (4) circulating these maps among the local community and governing bodies. In conclusion, this study demonstrates that a participatory approach, combined with advanced technologies such as GIS, can play a pivotal role in disaster mitigation. Early identification of landslide risks and appropriate mitigation strategies using GIS and community education can significantly enhance community preparedness and resilience to landslides. The potential applicability of this method to other regions with similar topographical and geological conditions underscores its relevance in improving community readiness and resilience against landslide disasters.
VISSIM Modeling and Simulation to Optimize the Performance of the Blimbing Ngoro Three-Way Intersection in Jombang Regency Saputri, Firda Auliya Ajie; Patriadi, Andi; Tjendani, Hanie Teki
INTERNATIONAL JOURNAL ON ADVANCED TECHNOLOGY, ENGINEERING, AND INFORMATION SYSTEM Vol. 4 No. 2 (2025): MAY
Publisher : Transpublika Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55047/ijateis.v4i2.1742

Abstract

This research aims to analyze the existing conditions of the intersection and provide performance improvement solutions through modeling and simulation using PTV VISSIM software. Data was obtained through field surveys, interviews with stakeholders, and related literature studies. The analysis was conducted with reference to the Indonesian Road Capacity Guidelines (PKJI) 2023 to measure performance parameters such as degree of saturation, queue length, and average delay. The results showed that the existing condition of the Blimbing Three Intersection was at the LOS D level of service, with an average delay of 30.99 seconds and a queue length of 26.53 meters, reflecting less than optimal traffic performance. Based on the ARRB analysis, it is necessary to control the intersection by installing traffic signals to improve safety and efficiency. Three proposed scenarios were tested using VISSIM simulation, where Proposal 1 produced the best performance with a delay of 20.34 seconds and a queue of 10.37 meters (LOS C). Proposal 2, with a three-phase arrangement, actually worsened conditions with a delay of 54.72 seconds and a queue of 84.44 meters (LOS D). Meanwhile, Proposal 3, which combines three phases and the left-turn on-ramp feature (LTOR), gives almost as good results as Proposal 1, with a delay of 24.05 seconds and a queue of 16.28 meters, remaining at LOS C. Therefore, Proposal 3 is considered the most effective solution as it is able to improve traffic flow without neglecting the safety aspect.
CRITICAL PATH METHOD (CPM) APPLICATION IN TIME MANAGEMENT OF THE MALAKA REGENCY OFFICE BUILDING PROJECT Seki, Thomas Aquino; Patriadi, Andi; Sajiyo, Sajiyo
International Journal of Social Service and Research Vol. 5 No. 2 (2025): International Journal of Social Service and Research
Publisher : Ridwan Institute

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46799/ijssr.v5i2.1234

Abstract

The construction of the Malaka Regency Regent's Office has faced significant challenges, including frequent delays in project completion due to various factors such as design changes, unpredictable weather conditions, labor shortages, and inadequate materials or equipment. These issues have led to inefficiencies in time and cost management, emphasizing the need for effective project management strategies. This study applies the Critical Path Method (CPM) to analyze the project timeline, identify the critical path, and propose measures for project acceleration. By employing CPM, the project schedule was meticulously reviewed and optimized, resulting in a reduction of the initial planned duration from 180 calendar days to 100 calendar days. This acceleration was achieved by minimizing lag times between critical activities, reallocating resources, and implementing time-cost trade-off strategies, all without compromising the quality or scope of the project deliverables. The results demonstrate the effectiveness of CPM in streamlining construction project timelines and mitigating delays. Additionally, this study provides a practical framework for addressing time and cost overruns in construction projects, particularly in the context of public infrastructure development. By highlighting the integration of project management tools like CPM, this research contributes to the broader understanding of efficient scheduling practices and offers actionable insights for similar projects in the future.
Cost Analysis of Improving Urban Railway Services on Arjonegoro Commuter Setyarini, Ika Oktavia; Wulandari, Esti; Patriadi, Andi
Jurnal Teknik Indonesia Vol. 4 No. 3 (2025): Jurnal Teknik Indonesia
Publisher : Publica Scientific Solution

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58860/jti.v3i4.753

Abstract

Improvement of train services will always develop along with the development of passenger demand. Likewise in the case of Arjonegoro Train as one of the mainstay urban trains in East Java. The development of local trains, especially Arjonegoro Train, triggers the public's desire to get optimal service. The increasing expectations of passengers can be the basis for planning to improve train services. However, every improvement plan also requires a mature budget and cost design so that the plan can be implemented properly. The data used in this study are primary and secondary data. 199 respondents were successfully obtained as primary data. This study uses descriptive analysis methods and literature studies in determining the service improvements needed and the cost of improving these services will be estimated. This study will examine the level of passenger satisfaction with 6 service variables to determine what services need to be improved from Arjonegoro Train. The results of the study showed that the service with the highest negative sentiment was in the availability of seats, availability of travel schedules, availability of platforms and availability of canopies. This can be mitigated by improving services in the form of adding 1 Trainset and improving the platform and canopy at the station with an estimated cost requirement for improving the Arjonegoro train service of Rp. 110,373,211,939.
Evaluation of Drainage System on Public Road in Front of Sidoarjo Religious Court Office Class 1A Ernitasari, Windya Yunesti; Witjaksana, Budi; Patriadi, Andi
International Journal of Social Science and Community Service Vol. 2 No. 3 (2024): JULY
Publisher : CV. Proaksara Global Transeduka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70865/ijsscs.v2i3.46

Abstract

Flooding in front of the Sidoarjo Class 1A Religious Court Office road happens frequently during the rainy season. It disrupts traffic and damages the roads. Flooding is caused by the condition of the drainage channels, which are not performing efficiently due to sediment barriers such as garbage, and some channels appear to be damaged. The existing channels can no longer accommodate the water discharge caused by the rain, thus water overflows from the drainage channels, flooding the main road. These conditions show the importance of handling drainage problems. One of the ways that can be taken is to evaluate the capacity of existing drainage channels.In this study, the evaluation of drainage channel capacity was carried out using the Hydrological and Hydraulics Analysis method. The purpose of this study was to determine the amount of drainage channel storage capacity required to resolve flooding. The results of this study showed that the design rainfall obtained based on the Log Pearson Type III method was 116.583 mm/day with a 5-year return period. The design flood discharge in channel T1 was 0.717 m3/second, while the capacity of the existing tertiary channel T1 = 0.009 m3/second, so the discharge that overflows from the existing channel T1 was 0.708 m3/second. The capacity of the secondary channel S1 was 2.604 m3 /second, whereas the capacity of the primary channel P1 was 43.043 m3 /second. The capacity of the T1 channel was known to be unable to accommodate the design flood discharge. Therefore, alternative treatments were required to ensure that the T1 channel could accommodate the designed flood discharge.
PENDAMPINGAN PEMETAAN PRASARANA, SARANA DAN UTILITAS UMUM (PSU) PERUMAHAN BERBASIS SIG DI KABUPATEN MAGETAN Patriadi, Andi; Trimurtiningrum, Retno; Mazaruddin, Muhammad Fauzi; Santi, Dini Nur Maulina
Reswara: Jurnal Pengabdian Kepada Masyarakat Vol 4, No 1 (2023)
Publisher : Universitas Dharmawangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46576/rjpkm.v4i1.2529

Abstract

Data digital mengenai penyerahan PSU (e-PSU) yang dapat diakses dengan mudah oleh masyarakat menjadi krusial. Sehingga masyarakat yang hendak melakukan pembelian rumah di perumahan teredukasi dan dapat memilih perumahan yang telah menyerahkap PSU guna memperoleh jaminan keberlangsungan lingkungan perumahan yang akan ditinggali. Untuk mencapai tujuan tersebut, diperlukan langkah awal pengenalan metode SIG terhadap pelaku penertib kebijakan yaitu pegawai pada instansi yang membidangi penyerahan PSU yaitu Dinas Perumahan dan Kawasan Permukiman. Instansi tersebut berhasil melakukan simulasi SIG dari beberapa kumpulan atribut file yang isinya data-data PSU. Pengembangan project file kini dikembangkan secara mandiri dan rencana pembuatan baru di project file lainnya
Analysis of Quality Control Strategy Using The Statistical Process Control (SPC) Method In The Mass Product Housing Project at Java Residence Cluster Budi Prasetiya, Kukuh; Patriadi, Andi; Sajiyo, Sajiyo
Asian Journal of Social and Humanities Vol. 3 No. 4 (2025): Asian Journal of Social and Humanities
Publisher : Pelopor Publikasi Akademika

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59888/ajosh.v3i4.476

Abstract

The advancement of industrial activities requires high-performance management to achieve desired outcomes, particularly in complex projects such as construction. This study aims to analyze the application of the Statistical Process Control (SPC) method to improve product quality in the construction project of the Java Residence Cluster in Sidoarjo. Managing cost, time, and quality remains a significant challenge in construction projects. This research focuses on identifying and addressing complaints or defects in housing units that affect the quality of the project, using SPC as a quality control method. Data were collected from primary sources, specifically from the staff of PT. Mitra Usaha Konstruksi, as well as secondary data from relevant literature. The analysis shows that the application of SPC successfully reduced the number of complaints or defects from 5.95 complaints per unit in Cluster 1 Phase 3 to 3.12 complaints per unit in Cluster 2 Phase 1, with an effectiveness rate of 52.47%. Pareto analysis identified that the majority of complaints were related to doors, windows, and wall paint, suggesting that these areas should be prioritized for improvement in future construction projects. The study recommends the continued use of SPC to improve product quality and identify the root causes of defects to ensure compliance with the developer's quality targets.
Analysis of Time and Budget Efficiency In The Bungur-Kedoyo Road Project Using Earned Value Method Bahrudin, M. Sulton; Patriadi, Andi; Sajiyo, Sajiyo
Asian Journal of Social and Humanities Vol. 3 No. 4 (2025): Asian Journal of Social and Humanities
Publisher : Pelopor Publikasi Akademika

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59888/ajosh.v3i4.477

Abstract

The Bungur-Kedoyo road construction project in Tulungagung Regency represents a critical infrastructure initiative aimed at enhancing connectivity and transportation efficiency. However, challenges in managing time and cost effectively remain significant in ensuring project success. This study aims to evaluate the performance of the project using the Earned Value Method (EVM), a comprehensive framework that integrates cost and schedule analysis. EVM metrics, including Schedule Estimate To Completion (SETC), Schedule Estimate At Completion (SEAC), Budget Estimate To Completion (BETC), and Budget Estimate At Completion (BEAC), were employed to monitor and forecast project progress. The findings indicate that the project is largely on schedule, with an estimated additional week required to complete the remaining 96.908% of work, extending the contracted timeline of 180 days slightly. The remaining cost is projected at Rp. 273,570,437.28, and the total expenditure remains below the contract value at Rp. 8,847,685,552.51 out of Rp. 10,640,186,000. These results highlight the effectiveness of EVM in providing precise tracking and forecasting, ensuring the project stays within budget while achieving its objectives. The study concludes that EVM is a valuable tool for managing complex construction projects, offering actionable insights to improve time and cost efficiency for similar future endeavors.
Time Analysis and Cost Estimation of Construction of Village Water Distribution Works For Clean Water Needs (Case Study of Tamangil Nuhuten Village, South Kei Besar Kec. Southeast Maluku Regency) Rumihin, Paschal; Patriadi, Andi; Sajiyo, Sajiyo
Asian Journal of Social and Humanities Vol. 3 No. 5 (2025): Asian Journal of Social and Humanities
Publisher : Pelopor Publikasi Akademika

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59888/ajosh.v3i5.480

Abstract

Water is a fundamental need for all living things, especially humans, to support survival. Tamangil Nuhuten Village, located in South Kei Besar Sub-district, Southeast Maluku Regency, faces great challenges in meeting the clean water needs of its residents. This study was conducted to evaluate the clean water distribution scheme through technical and economic approaches. The methods used included field surveys, water distribution simulation using EPANET 2.2 software, infrastructure development cost analysis, and a comprehensive assessment of construction time requirements. The results of the analysis show that the hilly topography of the village is the main obstacle in water distribution. To overcome this obstacle, a gravity-based distribution system is recommended. Based on EPANET 2.2 simulation, this system is able to fulfill the community's clean water needs efficiently. The total cost of building the distribution network is estimated at Rp8,202,383,000.00 with a construction time of six months. Furthermore, this research provides an in-depth analysis of the required time allocation for each construction phase to ensure project feasibility and efficiency. This research is expected to be a reference for the government and related parties in designing a water distribution system that is effective, sustainable, and in accordance with the needs of the Tamangil Nuhuten Village community.