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Jurnal Basement : Jurnal Teknik Sipil
Published by Universitas Palangka Raya
ISSN : -     EISSN : 29859247     DOI : -
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 54 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.

Page 6 of 6 | Total Record : 54

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