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Editorial Office Basement Journal Program Studi Teknik Sipil, Fakultas Teknik, Universitas Palangka Raya, Kampus UPR Tunjung Nyaho Jalan Hendrik Timang, Palangka Raya (73111), Kalimantan Tengah Email : basement@upr.ac.id Website : https://e-journal.upr.ac.id/index.php/basement
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Jurnal Basement : Jurnal Teknik Sipil
Published by Universitas Palangka Raya
ISSN : -     EISSN : 29859247     DOI : 10.36873
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
All new theoretical and experimental findings in the fields of Structural Engineering, Water Resources Engineering, Transportation Engineering, Geotechnical Engineering, Construction Engineering & Management and other civil engineering scope.
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 59 Documents
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Analisis Kondisi Dan Penanganan Kerusakan Jalan Dengan Metode PCI Dan Bina Marga (Studi Kasus Jalan Simpang Kurun Sei Hanyo Petak Bahandang Gunung Mas) Ramadhan, Moh Biagi; Supiyan, Supiyan; Elvina, Ina
Jurnal Basement : Jurnal Teknik Sipil Vol. 3 No. 2 (2025): Jurnal Basement : Jurnal Teknik Sipil
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Palangka Raya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36873/basement.v3i2.20861

Abstract

The existence of road infrastructure is very important to facilitate the functioning of the transportation system, economic activities, and public movement effectively. One of the major problems in the field of infrastructure is road damage. Damage to the road surface due to vehicle loads and environmental conditions requires appropriate maintenance strategies to maintain its operational capabilities. The Simpang Kurun – Sei Hanyo – Petak Bahandang road in Gunung Mas Regency is one of the main routes that experiences damage with various degrees of severity, thus requiring a proper handling analysis. This study aims to analyze the types of road damage, evaluate the surface condition of the road, and identify suitable maintenance methods, including cost estimates for repairs. The research methods used include the Pavement Condition Index (PCI) and the Bina Marga approach. Traffic volume data were recorded during visual surveys. The average pavement condition index (PCI) is 57.5 (considered fair), with an average daily traffic volume (ADT) of 1,006 vehicles per day (classified as traffic class 4), and a condition value of 1.4 according to the Bina Marga method with a priority index of 11.6 indicating the need for routine maintenance. The total maintenance cost is estimated to reach Rp78,689,226.47. Based on these results, the recommended strategy includes routine maintenance for minor damages, patching and overlay for moderate damages, and reconstruction of the pavement on segments with severe damage. In conclusion, the road conditions in the study area require serious attention with a combination of short-term and long-term measures to improve the quality of road service and support the mobility of the people in Gunung Mas District.
Penilaian Sistem Proteksi Kebakaran Pada Gedung Telkom Sentral Telepon Pattimura Menggunakan PD-T-11-2005-C Sarif, Sarif; A Sangadji, Fauzan; G Buyang , Christy
Jurnal Basement : Jurnal Teknik Sipil Vol. 3 No. 2 (2025): Jurnal Basement : Jurnal Teknik Sipil
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Palangka Raya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36873/basement.v3i2.22690

Abstract

Fire is a problem that cannot be separated from humans, and the losses caused by the dangers of fire are not only in the form of building damage, but also losses that involve human lives. The potential for fire in Ambon City is quite high in buildings that use electronic devices, one of which is the Telkom Central Telephone Pattimura building. This building functions as a strategic node in the national telecommunications infrastructure network. On February 5, 2019, the Telkom Central Telephone Pattimura building experienced a fire caused by a short circuit so that the fire quickly burned the rooms full of Telkomsel network cables. So the Telkom building needs to ensure the safety of the building again from the dangers of fire by using technical guidelines, namely Pd-T-11-2005-C. The purpose of this study is to identify the completeness of K3 facilities and assess the reliability of the Telkom Central Telephone Pattimura building. This type of research is quantitative descriptive conducted at the Central Telephone Pattimura building for 1 month by conducting observations and document reviews. All observation data has been collected and then analyzed to obtain the building safety system reliability value (NKSKB). The results of the research at the Telkom Central Telephone Pattimura building produced a Building Safety System Reliability Value (NKSKB) of 34.51% which means the level of readiness of K3 facilities in this research building is categorized as less (K).
Penerapan BIM untuk Efektivitas Sinkronisasi Elemen Utilitas pada Desain Perancangan Instalasi Poliklinik RS Dharma Husada Kediri Az-zahra, Gissa Anjani Siti; Susanto, Ariadi
Jurnal Basement : Jurnal Teknik Sipil Vol. 3 No. 2 (2025): Jurnal Basement : Jurnal Teknik Sipil
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Palangka Raya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36873/basement.v3i2.22655

Abstract

This research evaluates the implementation of BIM in enhancing the synchronization of utility elements within the polyclinic installation design at Dharma Husada Kediri Hospital. The complex functional requirements of polyclinic spaces necessitate precise integration of plumbing elements (potable water, wastewater, medical gases) and ductwork for mechanical ventilation. The methodology includes a literature review on BIM’s role in coordinating utility elements, followed by an analysis of a polyclinic project in which 2D designs were converted into a 3D BIM model for simulation. Spatial and functional clashes between utility elements and the building structure were assessed using BIM, enabling early identification of potential conflicts among pipes, air ducts, beams, columns, and ceilings. The results demonstrate that BIM significantly improves software interoperability, facilitates interdisciplinary collaboration, and reduces the risk of design revisions during construction. Challenges encountered include discrepancies in modeling standards and variations in Levels of Detail (LOD), but the adoption of a collaborative platform effectively mitigates these obstacles. Therefore, BIM implementation proves to be a strategic approach for maximizingutility element coordination and can be replicated in other technically complex healthcare facility projects.
Identifikasi Sistem Proteksi Kebakaran Bangunan Gedung Maluku City Mall Ambon Tuarita, Diva Stelma Risti; Buyang, Christy G; Taihuttu, Felix
Jurnal Basement : Jurnal Teknik Sipil Vol. 3 No. 2 (2025): Jurnal Basement : Jurnal Teknik Sipil
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Palangka Raya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36873/basement.v3i2.22923

Abstract

This research focuses on the identification of fire protection systems in Maluku City Mall Ambon by referring to the Regulation of the Minister of Public Works No. 26/PRT/M/2008 of 2008, located on Jl. Jenderal Sudirman Sirimau, is one of the busiest shopping centers in Ambon city. Considering the high potential risk of fire in this mall, caused by the large number of flammable materials and the use of gas stoves by traders, this study aims to evaluate whether the existing fire protection system meets the standards set in the regulation. To collect data, direct observation was conducted with fire analysis experts using a checklist, as well as interviews with building managers. This study shows that the identification of Protection System components in the Maluku City Mall Ambon Building using the Regulation found that 33 components were available according to the requirements and 11 components were not yet available from 44 protection system components because of the 6 sub-components of Access and Water Supply for extinguishers, only 3 were available according to the regulations, 22 sub-components of Rescue Advice, only 19 were available according to the regulations, 7 sub-components of Passive Protection System, only 4 were available according to the regulations, 9 sub-components of Active Protection System, only 7 were available according to the regulations.
Kajian Faktor – Faktor Yang Mempengaruhi Keselamatan Kesehatan dan Lingkungan Kerja Proyek Konstruksi Angelica, Gibretha; Nuswantoro, Waluyo
Jurnal Basement : Jurnal Teknik Sipil Vol. 4 No. 1 (2026): Jurnal Basement : Jurnal Teknik Sipil
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Palangka Raya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36873/basement.v4i1.25276

Abstract

The increase in infrastructure development in Palangka Raya City has an impact on increasing complexity and risks in construction projects, so the implementation of Safety, Health, and the Work Environment is a crucial aspect. This study aims to identify and analyze the factors that affect the implementation of Occupational Safety and Health in the construction project environment in Palangka Raya City. The method used is a literature study with a qualitative descriptive approach through secondary data analysis sourced from scientific journals, books, and related regulations in the period from August to September 2025. The results of the study show that the success of the implementation of K3L is determined by 3 main factors, namely occupational safety, occupational health, and work environment, which consists of 15 supporting subfactors. Occupational safety factors include the use of Personal Protective Equipment (PPE), equipment inspection, and consistent supervision. Occupational health factors include the provision of hygiene facilities, the arrangement of rest times, and worker health checks. Meanwhile, work environmental factors include waste management, pollution control, and the application of environmentally friendly principles. This study provides a theoretical reference for the development of construction management science and provides practical guidance for contractors in improving work safety performance in a holistic, efficient, and quality manner.
Identifikasi Failure mode Pada Pekerjaan Struktur Bangunan Gedung SDN Kalibata Kota Palangka Raya Manurung, Jeremia; Kristiana, Wita
Jurnal Basement : Jurnal Teknik Sipil Vol. 4 No. 1 (2026): Jurnal Basement : Jurnal Teknik Sipil
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Palangka Raya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36873/basement.v4i1.25278

Abstract

Structural work on multi-storey buildings, such as foundations, sloofs, columns, beams, and floor slabs, carries a high level of technical risk and has the potential to cause failure in aspects of OHS, quality, technical, cost, and time. However, previous studies generally only focus on one risk dimension without classifying risks multidimensionally and do not describe the risks per structural work item specifically. This study aims to identify potential failure modes in all structural work items of the 2-storey Kalibata Elementary School building construction project in Palangka Raya City. The method used is descriptive qualitative through three stages of identification, namely literature study, field observation, and interviews, which were then validated by two competent respondents from the contractor and the supervising consultant. The results showed that of the 83 potential failure modes identified in 15 structural work items, 74 were deemed relevant and 9 were irrelevant to the actual conditions of the project. The identified failure modes were dominated by the OHS risk category, followed by aspects of quality, technical, and cost and time. This study also found a number of new failure modes that have not been documented in previous literature, which reflect the specific characteristics of educational building projects in Central Kalimantan.
Permodelan Struktur Bawah Basement Ruang Terbuka Hijau Menggunakan Metode Building Information Modeling Duna, Anaknda Fauzan Syahrani; Purwantoro, Almuntofa
Jurnal Basement : Jurnal Teknik Sipil Vol. 4 No. 1 (2026): Jurnal Basement : Jurnal Teknik Sipil
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Palangka Raya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36873/basement.v4i1.25304

Abstract

The rapid development of the construction industry demands innovation in planning methods that can improve effectiveness and efficiency in project delivery. The increasing complexity of construction projects requires planners to adopt systems capable of managing information accurately and in a well-coordinated manner. However, in practice planners still rely on conventional 2D-based methods, which have the potential to cause inefficiencies and errors during project execution. Along with technological advancements, Building Information Modelling (BIM) has emerged as a method considered effective and efficient in the planning process. BIM-based modeling is capable of producing integrated 3D visualizations and providing detailed and accurate information related to building elements compared to conventional methods. The objective of this study is to develop a model of the substructure, including basement walls, basement slabs, and pile caps, for the Green Open Space (RTH) project at Ex Koni, Palangka Raya City. The design method applied in this research is based on Building Information Modelling using Autodesk Revit software. The data used in this study are secondary data in the form of Detail Engineering Design (DED). The results of this study indicate that the application of BIM produces a substructure model along with detailed information presented in an integrated 3D model.
Analisis Risiko Keterlambatan Pada Proyek Pembangunan Gedung Rusun 3 Lantai Kogabwilhan II Tobing, Valentino Gracia Lumban; Purwantoro, Almuntofa
Jurnal Basement : Jurnal Teknik Sipil Vol. 4 No. 1 (2026): Jurnal Basement : Jurnal Teknik Sipil
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Palangka Raya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36873/basement.v4i1.25313

Abstract

reduced work quality. Previous studies have generally been descriptive and have not quantitatively and comprehensively modeled duration uncertainty. This study aims to analyze delay risk by evaluating the probability of project completion and identifying the activities that most significantly influence delays. The case study was conducted on the construction project of the TNI Kogabwilhan II Flats in Balikpapan. The methods used include the Critical Path Method (CPM) to determine the critical path, Earned Value Management (EVM) to estimate the remaining duration based on actual progress, and Monte Carlo simulation to obtain the probability distribution of project duration. Sensitivity analysis is used to identify dominant activities and formulate appropriate mitigation strategies. The results show that the number of critical activities decreased from 67 to 37, with an estimated remaining project duration of 198 days. Under the highest deviation scenario, the P50 duration is 199.206 days and the P90 duration is 201.245 days. Roof slab work is identified as the most influential factor, while fast tracking is effective for non-structural activities such as practical columns.
Analisis Biaya Signifikan Consumable Material Pada Struktur Bangunan Gedung Menggunakan Metode Pareto Putra, Muhammad Nanda Arya; Gawei, Apria Brita Pandohop
Jurnal Basement : Jurnal Teknik Sipil Vol. 4 No. 1 (2026): Jurnal Basement : Jurnal Teknik Sipil
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Palangka Raya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36873/basement.v4i1.25316

Abstract

The construction sector faces challenges in material cost management in reinforced concrete structural work due to large budget absorption and the risk of waste in conventional calculations as well as the high risk of material waste. This study aims to identify the types of consumable materials included in the category of materials with significant costs in building structures in the Kalibata Elementary School Development Project, Palangka Raya City, for eight months from August 2025. Using the Pareto Method with a quantitative approach through a case study method. This study integrates secondary data including DED drawings, AHSP 2025, and Basic Price Palangka Raya Semester II 2025 into BIM objects through the Shared Parameters feature for precise data extraction and Pareto Analysis. The results show that the total cost of structural material consumables reached Rp 1,747,929,555,300. Through the Pareto diagram, five main materials were identified that absorbed 79.393% of the total budget, namely Ø 16 mm threaded rebar (18.402%), Ø 10 mm plain rebar (17.356%), Portland cement (16.008%), gravel (14.398%), and dolken wood Ø 8-10 cm (13.120%). These five materials are at the cumulative threshold of 80% of the total cost of consumable materials, so their use is the main key to minimizing material waste and optimizing the profitability of construction projects.

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