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Wari Dony
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Program Studi Teknik Sipil Fakultas Teknik, Universitas Batanghari Jambi Jl. Slamet Ryadi, Broni-Jambi, Kodepos: 36122
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Kota jambi,
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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 27 Documents
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Search results for , issue "Vol 6, No 2 (2023): Agustus" : 27 Documents clear
Analisa Pengaruh Kotoran Organik pada Pasir Kasar Sungai Batanghari terhadap Kuat Tekan Beton Andro Daniel G; Suhendra Suhendra; Wari Dony; Dwitya Okky Azanna
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.v6i2.265

Abstract

The organic content contained in the sand can affect the quality and improvement of the concrete which will slow down the concrete process. Sand originating from the Batanghari watershed is pretty much inspected in the laboratory of the Faculty of Engineering. The design of the concrete shows that the organic content of sand originating from the Batanghari river basin is quite high. There are 2 variations of the concrete test object, unwashed sand and washed sand, The source of sand from the Batanghaari river Sembubuk village, Kec. Jambi Outer City District. Muaro Jambi which refers to the British standard and ASTM C-33. The aim is to get the levels of organic impurities contained in the coarse sand of the Batanghari river and to determine the effect of medium sand on the compressive strength of concrete. The implementation method refers to SNI 7656:2012 regarding the test method for the procedure for selecting mixtures for normal concrete, heavy concrete, and mass concrete. The concrete test object is in the form of a cylinder with a size of 15 cm x 30 cm. the results of the organic dirt test for coarse sand on the Batanghari Jambi river, namely the unwashed sand is number 4 and for washed sand it is number 2 on the organic plate. The results showed that the average compressive strength of concrete at the age of 28 days on unwashed sand with a compressive strength of 26.28 MPa and at the age of 28 on sand washed with a compressive strength of 29.15 MPa.
Presepsi Masyarakat terhadap Jalur Pedestrian Pada Ruas Jalan Veteran Lamongan Sophie Priyanka Ardhaneswari; Hammam Rofiqi Agustapraja
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.v6i2.340

Abstract

As the population increases, the speed of population movement also increases and the availability of proper infrastructure in crowded centers decreases. One of the problems in terms of pedestrian facilities in Indonesia's urban areas is the lack of fulfillment of pedestrian needs, both in terms of quality and quantity. The development of pedestrian facilities in Indonesia has not become a priority comparable to the development of facilities for other modes of transportation. The lack of public understanding of pedestrian path facilities indicates the need for attention from the government in fulfilling the functional needs of pedestrian paths. Because of that it is important to understand the public's perception of the need for pedestrian facilities on Jalan Veteran Lamongan. Distribute questionnaires to the community and then carry out validity and reliability tests so as to produce public perceptions of pedestrian lane facilities on veteran roads, namely pedestrian paths, which need additional attention for facilities and infrastructure. 34% of respondents said there were many deficiencies in the quality of the sidewalks, then 31% said they lacked the quality of facilities for the disabled, then 33% of respondents said they lacked the quality of accessibility, then 31% of respondents felt they lacked the level of completeness of facilities, then 33% respondents said they lacked the level of safety, then as many as 36% of respondents felt they lacked the level of security, and finally 37% of respondents felt they lacked the level of satisfaction.
Pola Konsumsi Air Bersih Studi Kasus Pada MAN 1 Kota Payakumbuh Harfa Sakri
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.v6i2.318

Abstract

MAN 1 Payakumbuh is one of the educational institutions located in Payakumbuh. As an institution providing education with teaching and learning activities, MAN 1 Payakumbuh should be supported by adequate infrastructure and facilities, one of which is the availability of sufficient clean water. The increasing number of personnel at MAN 1 Payakumbuh from year to year, it is necessary to measure water consumption patterns. This research analyzed the number of personnel for the last five years and carry out calculations using standard usage in buildings in MAN 1 Payakumbuh . The results of this study concluded that there was an increase in water consumption patterns from year to year where in the 2018/2019 school year it was 8870 liters/day, the 2019/2020 school year was 9650 liters/day, the 2020/2021 school year was 10220 liters/day, the school year 2021/2022 is 10520 liters/day, for the 2022/2023 school year it is 10540 liters/day with an average water consumption pattern reaching 9960 liters/day. An increase in consumption patterns every year, this data can be used as a reference for the future so that in MAN 1 Payakumbuh there will be no water shortage crisis. 
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%.

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