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Program Studi Teknik Sipil Fakultas Teknik, Universitas Batanghari Jambi Jl. Slamet Ryadi, Broni-Jambi, Kodepos: 36122
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INDONESIA
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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Evaluasi Penjadwalan Waktu Proyek Pembangunan Gedung Menggunakan Critical Path Method (CPM) Annisaa Dwiretnani; Elvira Handayani; Niko Saputra
Jurnal Talenta Sipil Vol 6, No 2 (2023): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v6i2.334

Abstract

Buildings are the physical form of the results of construction work that are integrated with their place of domicile, partly or wholly located on and/or in the land and/or water which functions as a place for humans to carry out their activities, both for housing (residence), religious activities, business activities, social activities, culture, and special activities (Article 1 Number 1 Law Number 28 of 2002 Concerning Building Buildings). The success or failure of a construction project is influenced by three aspects, namely costs that do not exceed the budget, quality according to specifications and time according to the implementation schedule. The existence of project time scheduling is needed to complete the project in a timely manner using several methods. This study aims to create a network for building construction projects using the Critical Path Method (CPM) and identify any work activities from building construction projects that are on a critical path. Research data only consists of secondary data in the form of project time schedules and documentation photos. Based on the analysis, it is known that there are 11 types of work that are on the critical path network of the Abdul Manap Hospital Inpatient Building Development Project in Jambi City using CPM analysis, which consists of AA (Preparatory Work) – BA (Work on Structure 1st Floor) – BB (Work on Structure 2nd Floor) – BC (Work on Structure on 3rd Floor) – BD (Work on Structure on 4th Floor) – BE (Work on Structure on Floor 1) – DF (Installation of Dirty Water, Used Water & Vent) – DA (Work on Structures on 4th Floor) Air Conditioning work) – DO (Lightning Protection Work) – FF (Chopstick Work) – FG (Parking and Greening Work). The total duration/time of completion of all work on the critical path is 240 days.
Identifikasi Faktor-Faktor Iklim Keselamatan Kerja terhadap Kinerja Keselamatan Kerja pada Proyek Konstruksi Di Provinsi Jambi Darul Kutni; Nasfryzal Carlo; Wayudi P Utama
Jurnal Talenta Sipil Vol 6, No 2 (2023): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v6i2.326

Abstract

Even though the construction sector provides business opportunities for workers, this sector also contributes 30% -40% of accidents and fatalities. For this reason, it is necessary to identify the factors of the work safety climate and their influence on work safety performance. This study aims to identify and measure the work safety factors and safety performance and which dominantly improves safety performance. The third aim to evaluate the relationship model between work safety climate and work safety performance. This research adopts 45 safety climate variables Zahoor, 2017 and uses 275 construction workers in Jambi Province. The data collection techniques with primary (informants) and secondary data (K3 documents and literature studies) utilize observation, direct interviews, and questionnaires. The results study found that the first three factors form the work safety factor (FIK1, FIK 2, FIK3). For  named FIK1 to become Management Commitment and OSH resources, Procedures and Awareness of FIK2, FIK3 is named Perception of Accidents. In the second stage, the research found only factor 3 or IK3, namely the Perception of Accidents that affected safety performance. In the third stage, the study found that the safety performance measurement model only had the third factor, namely the Perception of Accidents, which could be used in a structural equation model that affected safety performance. Hopefully that understanding and knowing the observed variables from CI can help the project management team design the right strategy to create a safe project environment.
Pentingnya Implementasi Manajemen Waktu di Dunia Konstruksi Irika Widiasanti; Adriyan Rama Musti; Alwan Izzudin Rabitsani; Budi Afriani; Muhammad Ilham Ardiansyah; Nadia Seftiani
Jurnal Talenta Sipil Vol 6, No 2 (2023): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v6i2.291

Abstract

Work completion time is one of the main factors of successful implementation in a construction project. A job that experiences delays in completion on a project will greatly impact the budget that has been planned before. Not only in cash flow but can also result in unwanted cost overruns. Time management is an essential part of any project activity, where time is one of the resources for work that must be managed properly and efficiently. The potential for waste and project failure will be more likely to occur without good time management. Therefore, there is a need for time management on well-managed projects. In this study, we will discuss how time management in the project, what important things are in time management on the project and investigate what obstacles are often encountered in project control. The method used in this study is qualitative research methods with descriptive analysis techniques and using library research. The result of this study is that we can find out what are the scopes in time management on projects, where the discussion refers to PMBOK (Project Management Body of Knowledge).
Optimalisasi Pemeliharaan Jalan Wilayah I Dinas Binamarga, Cipta Karya dan Tata Ruang Provinsi Sumatera Barat Eva Rita; Nasfryzal Carlo; Khairul Anwar
Jurnal Talenta Sipil Vol 6, No 2 (2023): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v6i2.352

Abstract

The occurrence of road damage causes road conditions to be less stable. This was triggered by the ineffective implementation of road maintenance in Region I Dinas Binamarga, Cipta Karya, and Tata Ruang provinsi  Sumatra Barat. For this reason, efforts and strategies are needed so that road maintenance work becomes optimal and the road can reach the specified design age so that the road in question can be used safely, comfortably, and safely. To obtain the intended solution, a study was carried out on what factors influenced the effectiveness of road maintenance in area I of the Highways, Human Settlement, and Spatial Planning Offices of West Sumatra Province. This study uses descriptive qualitative and evaluative methods through literature study and primary data collection by interviewing predetermined informants. Halil's study shows that there are nine factors for the effectiveness of road maintenance, namely responsiveness, responsibility, community support, funds/budgets, time, human resources, coordination between policymakers, organizational effectiveness, and material resources. There are three dominant factors influencing the effectiveness of road maintenance, namely funds/budget, time, and human resources. SWOT analysis is used to determine the optimal solution to obtain the weight of the IE diagram (x, y = -0.85, -0.425) so that the proposed strategy is to maintain and maintain the existing system by carrying out periodic road damage surveys to find out damage so that potential damage and how to handle it, calculating budget requirements, determining priority scales for road maintenance, determining patterns of work implementation either by self-management or in collaboration with third parties, or collaboration with local communities, placing competent and experienced personnel and adjusting the number of road observers with the length of the existing roads.
Analisa Kesesuaian Lubang Resapan Biopori Sebagai Pengendali Aliran Permukaan Dari Lahan Non Gedung Kiki Rizky Amalia; Radius Pranoto; Arfan Hasan; Ananda Ayu Putri
Jurnal Talenta Sipil Vol 6, No 2 (2023): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v6i2.330

Abstract

Indonesia has the potential for high rainfall with an average of 2000-3000 mm/year. However, the potential for rain often causes many problems, such as; runoff, inundation, erosion and flooding. Biopore infiltration holes are one of the rainwater conservation technologies that have been widely applied to reduce surface runoff and increase groundwater reserves. This study aims to analyze the suitability of biopore infiltration holes in controlling runoff from open land (non-building) in the State Polytechnic of Sriwijaya, Soil seepage ability was measured using a double ring infiltrometer and obtained a value of 0.869 m/day. Model of the biopore infiltration hole used is cylindrical, 10 cm in diameter and 0.5 - 1 m deep. Simulations were carried out per area using daily rainfall data for 12 years (2007-2018). The simulation results show that the biopore infiltration hole has a water absorption capacity of 0.00298 m3/day. The ratio of the average requirement for biopore holes for open land (non-building) is 1 biopore hole per 1 m2 land area.
Studi Efektivitas Penambahan Bubuk Wortel dan Air Tebu Terhadap Kuat Tekan Beton Guna Mengurangi Dampak Pemanasan Global Akibat Produksi Semen Yudistira Rizki Saputra; Fasyadilah Sufty Alaika; Vandra Andriansyah; Ananda Choirunisyah Dea Alquratu; Syafiq Baha Pridarta; Anggi Nidya Sari
Jurnal Talenta Sipil Vol 6, No 2 (2023): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v6i2.319

Abstract

Cement production which continues to increase along with the high demand for concrete will greatly affect the global warming phenomenon. This is the background for specific research. As far as the literature review has been carried out, there have been findings in the form of carrots and sugar cane, but publications regarding this matter have not been very detailed, they are still carried out in the form of reports, both text and video. Therefore, there is a subjective thought that there is probably something that is still missing in the research. In view of this, the current research aims to determine the relationship between carrots and sugarcane juice in a concrete mixture on its compressive strength. Carrots are processed into powder without chemical additives and the sugar cane is extracted from pure water. The research was carried out on the basis of SNI and regulations that are still in effect with the number of test objects as many as 20 cylinders. In the end, the research facts show that the mix design calculation method by finding the average result of the three SNIs is not correct, because the 2 normal concrete test objects made did not reach the planned value. In addition, from the slump value test, it was found that there was only one and no modified concrete in accordance with the planned value. The results of the value of the compressive strength of concrete produced by all types of concrete specimens are that they do not exceed the planned compressive strength, which is 300 kg/m2.
Analisis Kuat Tekan dan Absorpsi Mortar untuk Pasangan Dinding Bata dengan Bahan Tambah Bubuk Cangkang Telur Gian Fidela; Suhendra Suhendra; Wari Dony; Fadlan Fadlan
Jurnal Talenta Sipil Vol 6, No 2 (2023): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v6i2.351

Abstract

The development of development in Indonesia is progressing rapidly and therefore it does not result in a negative impact on the environment, one of the ideas that can be done to solve this problem in terms of construction is by utilizing waste from egg shells. Waste Egg shell powder is produced from crushed dried chicken eggshell waste. The eggshell contains 97% calcium carbonate. The high calcium content in eggs has the potential to be used as an additive in the manufacture of cement. This study aims to determine the compressive strength and absorption of mortar by being a substitute for cement by 2.5% to 15%. The method of testing the compressive strength and absorption of mortar refers to SNI 03-6825-2002 and SNI 03-6433-2000. The amount of mortar is 42 cubes with a cube size of 5x5x5 cm3. Each variation has 21 mortar cubes for compressive strength and 21 mortar cubes for absorption. The range of flow values used is 105% -115%. The mortar specimens were soaked for 26 days and the test was carried out at 28 days of age. The greatest value of mortar compressive strength occurs in 2.5% eggshell powder of 11.64 MPa with a percentage increase in compressive strength of 20.37% from normal mortar. The greatest mortar absorption occurred in 7.5% eggshell powder by 15.03% and the smallest absorption occurred in the addition of 2.5% eggshell powder by 6.94%.
Analisis Biaya Pemeliharaan Bangunan Gedung The Sanctoo Resort – Sanctoo Suite & Villas Ni Made Sintya Rani
Jurnal Talenta Sipil Vol 6, No 2 (2023): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v6i2.325

Abstract

The growth of tourism in Bali includes the development of infrastructure and building facilities, such as hotels and resorts. To ensure the comfort of these building facilities, regular maintenance of the buildings and facilities is necessary. The Sanctoo Resort - Sanctoo Suite & Villa is one of the resorts located in Sukawati, Gianyar, Bali. The resort conducts periodic maintenance and rehabilitation of its buildings and facilities, although the maintenance cost calculations have not been detailed. The objective of this study is to determine the Bill of Quantities (BoQ) for maintenance and rehabilitation and evaluate the feasibility of the rehabilitation BoQ. The analysis of building maintenance costs utilizes the Work Breakdown Structure (WBS) method, which involves identifying and detailing the necessary activities for maintenance work. Based on the WBS results, the BoQ for maintenance and rehabilitation is prepared, taking into account the volume of work based on observations and interviews with The Sanctoo Resort regarding the condition and types of damages to the buildings. The analysis reveals that the maintenance BoQ for The Sanctoo Resort amounts to Rp895,367,344 per year, while the rehabilitation BoQ amounts to Rp111,379,626. The percentage evaluation of the feasibility of the rehabilitation BoQ indicates a value of 0.14%, suggesting that the damages incurred are minor and the rehabilitation budget is suitable and aligned with field observations..
Pengabdian Kepada Masyarakat Pembuatan Jembatan Di Kampung Stamplat Dusun Ciparay, Desa Indragiri, Kecamatan Rancabali, Kabupaten Bandung Daud R. Wiyono; Yosafat Aji Pranata; Deni Setiawan
Jurnal Talenta Sipil Vol 6, No 2 (2023): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v6i2.290

Abstract

Stamplat Village is part of Ciparay Hamlet, Indragiri Village, Rancabali District, Bandung Regency. Indragiri Village is located in a mountainous area with an area of 2642.16 hectares and is located at an altitude of 1400–1700 meters above sea level, and has a topography that varies from gently sloping, hilly and steep. In the middle of Stamplat Village there is a water channel with a large enough discharge both during the rainy season and dry season, because the water comes from springs in the hills in the area. Traffic passes through waterways using bridge infrastructure, but the existing bridge does not allow medium-sized vehicles to pass so that residents' activities are disrupted due to inadequate bridge capacity. Stamplat Village has the potential for local materials, namely river stone material used for the existing bridge which can be reused if the bridge is repaired. Stamplat Village has potential resources (especially adult men) who have the ability to carry out the construction and repair of public facilities, in this case the repair of a bridge that is 3.6 m wide and 3 m long. Repair of the bridge using WF200x100 steel beams with beam spacing of 1 m with reinforced concrete slabs 17 cm thick, capable of carrying an even load of 3500 kg/m2. The foundation and the retaining wall behind the bridge are made of stone, while the repair of the water canal uses gabions made of sandbags.
Pengaruh Penambahan Aditif Sikament-Ln terhadap Kuat Tekan Beton Mutu Tinggi dengan Variasi Nilai Slump Ibrahim Ibrahim; Kosim Kosim; Firdha Razhanah; Reynaldy Aji Nugraha; R. Reza Fahruddin
Jurnal Talenta Sipil Vol 6, No 2 (2023): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v6i2.332

Abstract

High-strength concrete listed in SNI 03-6468-2000 concrete is defined as concrete having the required compressive strength of fc'≥ 41 Mpa. From this study, data obtained from the compressive strength of concrete at the age of 28 days as follows: the value of the normal concrete compressive strength of 41.72 MPa, the compressive strength of the Sikament-ln mixture of 0.6% slump 5 of 45.65 MPa, the compressive strength of the Sikament-mixed concrete. -ln 1% slump 6 of 47,38 MPa, compressive strength of mixed concrete Sikament-ln 1.4% slump 7 of 44.20 MPa, compressive strength of mixed concrete of Sikament-ln 1.8% slump 8 of 45.65 MPa 38 ,65MPa. It can be seen from the results of this study that the ideal compressive strength is the compressive strength of the Sikament-ln mixture of 1% slump 6 this is because the compressive strength value is much greater than the compressive strength without the Sikament-ln mixture.

Page 15 of 49 | Total Record : 481

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