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Jurnal Talenta Sipil
Published by Universitas Batanghari Jambi
ISSN : -     EISSN : 26151634     DOI : https://www.doi.org/10.33087/talentasipil
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Industrial & Manufacturing Engineering Materials Science & Nanotechnology
This journal publishes scientific articles on research results and reviews covering the fields of engineering
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 481 Documents
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Analisis Volume dan Biaya pada Proyek Pembangunan Rumah Tinggal Berbasis BIM 5D (Studi Kasus Proyek Pembangunan Rumah Tinggal 3 Lantai Tipe 130 di Kota Balikpapan) Rachman, Tiara Annisa; Hendriyani, Irna; Pratiwi, Reno
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.629

Abstract

The development of information and communication technology in the construction industry has significantly advanced in recent years. One of the latest innovations is Building Information Modeling (BIM). This research compares the volume and cost of structural work between the BIM 5D concept and the consultant's results for a 3-storey residential building in Karang Rejo, Central Balikpapan. Using Autodesk Revit, 2D drawings from the consultant were transformed into 3D models. The consultant calculated the concrete volume at 45.26 m³, whereas Autodesk Revit showed 39.34 m³, a difference of 5.92 m³ or 13.08%. For reinforcement work, the consultant's volume was 7,047.95 kg, while Autodesk Revit calculated it at 6,076.28 kg, showing a difference of 971.67 kg or 13.79%. The cost of concrete work was Rp 67,954,242.07 according to the consultant, while Autodesk Revit showed Rp 59,096,016.16, a difference of Rp 8,858,225.91 or 13.04%. The cost of reinforcement work was Rp 125,881,320.57 according to the consultant, while Autodesk Revit calculated it at Rp 108,521,878.90, with a difference of Rp 17,359,441.67 or 13.79%. Using the BIM 3D concept with Autodesk Revit provides more detailed material takeoff results, reduces material waste, and supports the BIM 5D concept for more accurate cost estimation.
Pembuatan Peta Resiko Bencana di Desa Kubang Tangah Kota Sawahlunto dengan Metode Arc Toolbox Adji, Bayu Martanto; Istijono, Bambang; Ophiyandri, Taufika; Narny, Yenny; Zis, Sirajul Fuad; Yuliza, Yenni; Desirwan, Haikal Fikri; Madjid, Tsabita Alliya; Ahmad, Dzakwan Fathullah; Abinight, Akbaar
Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i1.398

Abstract

Landslide movement is the activity of a balance disturbance process that causes the movement of masses of soil and/or rock from higher to lower areas. The cause of landslides is that the driving force on the slope is greater than the resisting force. Several factors cause landslides such as rainfall, steep slopes, soil density, rock type, land use and vibration. Sawahlunto City is one of 19 cities/regencies in West Sumatra Province that has a high level of vulnerability to landslides. Areas prone to landslides can be identified by utilizing remote sensing data and geographic information systems. This service is carried out by making maps of areas prone to landslides using parameters that cause landslides, including rainfall, soil type, height, slope and land use. These parameters will be processed and analyzed with the help of the ArcToolbox method, where ArcToolbox can be used to detect landslide areas in Kubang Tangah Village. The analysis process is carried out by using the spatial analysis tools feature found in ArcGIS software. Community service produces a slope map that can illustrate the vulnerability of landslides. Obtain results in the form of a landslide vulnerability level map which has 4 vulnerability classes, including non-prone vulnerability class, low vulnerability class, medium vulnerability class, and high vulnerability class.
Analisis Manajemen Risiko Pada Proyek Konstruksi Rehabilitasi Daerah Irigasi Bungkal Kota Sungai Penuh Irman, Deni; Sulaeman, Agus
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.587

Abstract

In implementing construction projects, various obstacles arise from risks which cause the expected quality of work results to not be achieved, therefore it is necessary to implement risk management before implementing the Bungkal Irrigation Area construction project. The risk management used in this research is according to Australia/New Zealand. Standards (1999), risk management is part of a systematic process of identifying, analyzing, evaluating, controlling, supervising and communicating risks related to all activities, functions or processes with the aim of the company being able to minimize losses and maximize opportunities. The implementation of this risk management helps companies identify risks from the start and helps make decisions to overcome these risks. The aim of this thesis research is to identify risks in the rehabilitation of the Bungkal Irrigation Area in Sungai Full City before project implementation, so that they can find out how to control risks. This is to reduce losses that may arise from the risks of this rehabilitation construction activity. This research uses quantitative descriptive methods with interview methods and distributing questionnaires to respondents. The results of this research show that there are 3 risks that fall into the Extreme Risk category out of 32 existing risk indicators, namely: Flooding, first place, lack of depth of normalized soil excavation in irrigation drainage channels, second place, lack of supervision over work implementation, third place. Extreme risk is a risk that requires immediate treatment to reduce the risk, activities must not be carried out or continued. If risks cannot be reduced with limited resources, then the work cannot be completed.
Penerapan Building Information Modeling (BIM) untuk Pengestimasian Biaya Proyek Pembangunan Pos Jaga di SD dan SMP Terpadu Balikpapan Selatan Tama, Wira Adi; Permata, Iza Putra; Hendriyani, Irna; Pratiwi, Reno
Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i1.463

Abstract

With the development of the AEC (Architecture, Engineering and Construction) industry, currently a lot of software has been developed to meet the needs of the construction industry with the aim of minimizing human error due to conventional data processing. This study aims to analyze the results of volume and cost comparisons using the 5D Building Information Modeling (BIM) concept with conventional methods in the New School Unit construction project for integrated Elemntary School and Junior High School development in the South Balikpapan sub-district. By using Revit, the 2D image obtained from the consultant is modeled back into 3D form so that the material volume requirements become more detailed. It can be seen from the consultant's calculation of 961.46kg from the Autodeks Revit 621.34kg software that there is a difference of 340.12kg or 35%, for the volume of concrete work from The consultant's calculation has a volume of 17.65m3 from the Autodeks Revit software which has a volume of 12.01m3, a difference of 5.64m3 or 32%. For concrete work costs from consultants amounting to Rp14,787,292.87 from Autodeks Revit software Rp9,549,377.76, which has a difference of Rp5,237,915.11 or 35%, for concrete work costs from consultants amounting to Rp19,373,381 from Autodeks Revit software, the cost is Rp13,078,977, which has a difference of Rp6,294,404.07 or 32%. This illustrates that using the 3D BIM concept supported by Revit software is able to provide detailed material take-off results so as to reduce wasted material and support the 5D BIM concept in supporting cost estimation calculations.
Analisis Biaya dan Waktu pada Proyek Jembatan (Studi Kasus Proyek Pembangunan Jembatan Candisari Sambeng Kabupaten Lamongan) dengan Menggunakan Metode Earned Value Jazuli, M.; Dhana, Rio Rahma
Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i1.376

Abstract

Project management has three main objectives when carrying out construction projects including cost, quality, and time. If a project can be completed with a predetermined level of quality or quality, then the project has been successfully managed. This research uses earned value method. That is a method of knowing costs based on the work that has been done. Thus we can find out whether the Candisari Sambeng bridge construction project in Lamongan Regency is faster or longer than the schedule that has been made. CV value has a negative value in the 15th period, namely -Rp 18,078,304 SV value there is a negative value until the 18th period with a value of -Rp 494,817,905 CPI value found in the 15th week period with a value of 0.995. The SPI value in the 18th period with a final SPI value of 0.903 estimated cost (EAC) is. IDR 5,166,992,802 estimated EAS time for the jembata replacement project of 21,320 weeks. If the performance is considered the same project, the cost required to complete the construction of the bridge is Rp 5,166,992,802 from the total project budget of Rp 5,346,534,000 so that it gets a profit of Rp 179,541,198, and the time needed to complete the construction work is 21,320 weeks from the specified time of 21 weeks so that the project implementation is delayed for 0,320 weeks.y.
Koreksi Bias Data Hujan Satelit Persiann Sebagai Alternatif Pos Stasiun Hujan dengan Pendekatan Quantile Mapping di Sub Das Brantas Hulu Almira, Aufa Hanan; Damarnegara, Anak Agung Ngurah Satria
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.515

Abstract

The rainfall data is usually obtained from meteorological stations, which many sill observed manually in Indonesia and can lead to an observation error. Remote sensing rainfall data observed by satellite offer interesting alternatives to overcome the limitation of existing meteorological stations in Indonesia. It offers accuracy, spatial coverage, timeliness and cost effectiveness. However it contains bias if compared to land based station. This research will evaluate rainfall data observed in PERSIANN (Precipitation Estimation from Remotely Sensed Information using Artificial Neural Networks) in Brantas Hulu Watershed. The rainfall data of 13 years from 12 stations is evaluated to obtain area averaged rainfall using Thiessen Polygon method. Three datasets from PERSIANN, PERSIANN CCS and PERSIANN CDR are compared statistically with the area averaged area for daily, monthly and yearly rainfall. Bias correction is performed using Quantile Mapping to match the cumulative distribution curve from the area averaged rainfall. Verification of bias correction is performed using 2 years data from 2019 to 2020. Finally, the extreme rainfall analysis is performed to test the corrected data for design rainfall calculations. The correlation of daily data shows poor agreement for all three datasets with correlation coefficient below 0,40. The monthly and yearly data gives better correlation with coefficient above 0,80. It shows that for time series event, the satellite data gives poor correlation with the area averaged rainfall. However, quantile mapping correction gives consistent cumulative distribution agreement for correction and model verification. The verification analysis shows an increase in coefficient correlation from 0.387 to 0.43 (daily) and 0.887 to 0.915 (monthly). In addition, there is a decrease in normalized root mean square error (NRMSE) from 31.03% to 16.91% (daily) and 46.03% to 14.03% (monthly). A decrease in normalized mean absolute error (NMAE) occurred from 16.12% to 9.74% (daily) and 31.67% to 10.07% (monthly). Beside that, the results of extreme rainfall analysis produce values that are very close to the rain station. So it is found that the PERSIANN CCS quantile mapping regression model is the best in improving data quality.
Identifikasi Urutan Prioritas Penanganan dalam Pemeriksaan Kondisi Jembatan dengan Metode Bridge Management System (BMS) Akbar, Abi Oktariva; Handayani, Elvira; Dwiretnani, Annisaa; Zulfiati, Ria
Jurnal Talenta Sipil Vol 7, No 2 (2024): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i2.613

Abstract

One piece of infrastructure that has an important role in a road network is a bridge. Bridges are land transportation infrastructure that is useful for continuing roads through existing obstacles such as rivers, so the collapse of a bridge will reduce or hold up traffic, which means disrupting the smooth transportation of people and goods. A bridge is a structure that crosses a river or other traffic barrier, so the collapse of the bridge will reduce or hold back traffic, which as a result will disrupt the comfort of traffic and disrupt economic relations. The purpose of a bridge inspection is to ensure that the bridge is in a safe condition for road users and also to secure the investment value of the bridge. In this thesis, we will discuss the identification of bridge condition checks which are carried out directly by conducting field surveys.
Sistem Analisis Kinerja Menggunakan Metode Earned Value Untuk Proyek Pekerjaan Electrical Greenhouse di Kota Batam Lu, Sally; Pamadi, Mulia
Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i1.464

Abstract

Infrastructure projects such as greenhouse construction, are important for economic growth. Effective project control is essential, especially in terms of managing budgets and ensuring timely completion. The Earned Value (EVM) method is used in construction project control because it integrates costs, time, and work progress. This allows for the identification of potential cost and time overruns. Data on expenditures and project-related documentation are gathered for analysis. Work plans and project schedules are used to determine the value of work yet to be completed. The research findings up to the 10th month indicate that the projected total cost for completing the entire project is IDR 10.773.835.000. This leaves 8% of the total budgeted value as remaining project budget. According to the data reported in the 11th month, the projected time for completing the project is 334 days. This is approximately 304 days ahead of the planned schedule. In summary, the EVM method is a valuable tool for project control in the construction industry. It can help to identify potential cost and time overruns, and ensure that projects are completed on time and within budget.
Analisis Faktor-Faktor Kinerja Sistem Keselamatan Kerja Konstruksi Proyek Bangunan Gedung Dinas Pendidikan Kota Sungai Penuh Safwan, Safwan; Carlo, Nasfryzal; Putra, Wahyudi Utama
Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i1.345

Abstract

The Indonesian government through the minister of Public Works and Public Housing has recently issued regulation Number 10 of 2021 concerning guidelines for construction safety management systems. The SMK3 Occupational Health and Safety Management System is part of the company's overall management system in order to control risks related to work activities in order to create a safe, efficient and productive workplace. The Construction Safety Management System is required to be implemented during construction because it is also part of the planning and control of the BPSDM PUPR project, 2021. In fact, in Sungai Full city in 2019-2021 experienced labor accidents, one of the projects was a school construction project at the Sungai Full City Education Office which could not be separated from the risk factors for accidents to its workers. Based on secondary data related to work accident information at the Sungai Full City education office School Building Construction Project, information was obtained that there had been 68 accident cases during 2019 – 2021. The purpose of this study is to identify the dominant factors and factors in the Implementation of Improving Performance Aspects of the Work Safety Management System of the Education Building Project in Sungai Full City, as well as providing solutions to improve the Performance of the Work Safety Management System. This study used quantitative methods by distributing questionnaires to respondents. The results of the research conducted there are 6 factors in the Work Safety Management System (SMKK) implemented in the implementation of the Education Building Project in Sungai Full City, consisting of Commitment factors, Project Managerial factors, K3 Regulations and Procedures factors, Worker Communication factors, Worker Competence factors, Work Environment factors, and Worker Involvement factors in K3.
Pengimplementasian Sistem Building Information Modelling Pada Tahapan Penjadwalan Gedung PUT PNJ Afriani, Budi; Widiasanti, Irika; Wangi, Intan Puspa
Jurnal Talenta Sipil Vol 7, No 1 (2024): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v7i1.435

Abstract

In the process of achieving goals, projects have characteristics called triple constraints, including specific target time, cost, and performance requirements. The delay in the completion process in a project is what will disrupt the triple constraint which has an impact on waste. One of the reasons is that the project still uses conventional methods. This research was conducted to provide information related to conventionally designed scheduling and with the implementation of Building Infortmation Modeling (BIM), namely using several supporting software including, Naviswork, Microsoft Project and Revit at the scheduling stage of multi-storey buildings, namely at the PNJ PUT Laboratory Building. The results showed that the elaboration of scheduling planning using BIM is more efficient, easy to understand, and provides a visualization of the construction sequence and avoids waste. Then, some of the percentage of waste obtained if using conventional methods is, around 10% on materials, 40% of projects are over budget, 30% of projects are reworked, and almost 90% of projects are delayed. Thus, the implementation of BIM in project scheduling is very important to overcome things that can harm a project.

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