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Program Studi Teknik Sipil Fakultas Teknik, Universitas Batanghari Jambi Jl. Slamet Ryadi, Broni-Jambi, Kodepos: 36122
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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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Kinerja Simpang Bersinyal dengan Metode PKJI 2023 dan MKJI 1997 pada Simpang Tiga Jalan Raya Mastrip, Wiyung, Surabaya Khoirotunni'mah, Dwi; Putra, Kurnia Hadi; Agusdini, Theresia Maria Chandra
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.784

Abstract

The three-way intersection at Mastrip Highway, Wiyung, is one of the signalized intersections in Surabaya, located in a commercial area and industrial zone that serves as a route for heavy vehicles. It connects the road to the entrance and exit of the toll road. This intersection requires review due to high traffic flow, making it a focal point for congestion during peak hours, exacerbated by existing conditions in the surrounding area that lead to additional congestion at the intersection. Therefore, it is necessary to analyze the intersection's performance to address traffic issues. The goal of this study is to determine the degree of saturation at the intersection under existing conditions and after implementing alternative solutions. Data analysis is based on traffic volume calculations in the field, using the 1997 MKJI and 2023 PKJI methods. The results from the alternative solution of traffic signal management, after prohibiting right turns at intersection A (North) and allowing left turns at intersection B (South) towards intersection C (West), showed a saturation degree of 0.78, compared to a previous value of Dj=1.03 ≥ 0.85. This indicates that the traffic performance at the intersection under existing conditions does not meet the requirements of PKJI 2023 and MKJI 1997. Thus, with proper traffic management and engineering, a satisfactory saturation degree can be achieved.
Perbandingan Produktivitas Excavator dan Dump Truk Sebelum dan Setelah Hujan Anggraeny, Anggi Dwi; Muzdhalifa, Rencany Maura; Putra, I Nyoman Dita Pahang; Velantika, Griselda Junianda
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.846

Abstract

The construction project of the JLS Lot 3 Pantai Serang - Sumbersih is a concrete example of the government's efforts to enhance connectivity and infrastructure development in Indonesia. Heavy equipment such as excavators and dump trucks play a crucial role in enhancing efficiency and productivity in this project. Infrastructure development projects often encounter obstacles such as delays and high operational costs. Rain is one of the causes of those obstacles. One way to get a clear picture of the impact of rain is to conduct a comparative analysis of heavy equipment productivity before and after the rain. Evaluation of the decrease in productivity is necessary so that mitigation measures can be taken to minimize its impact on the project. This study aims to analyze and compare the productivity of excavators and dump trucks under conditions before and after rain on the JLS Lot 3 project. This study uses a quantitative method by analyzing primary data obtained through observation of the cycle time of excavators and dump trucks before and after rain in the field. The excavator's productivity before the rain was higher, at 1506.27 m3/day, compared to after the rain, at 854.33 m3/day. The productivity of the dump truck before the rain was also higher, at 259.60 m3/day, compared to after the rain, at 138.67 m3/day. The cause of the difference in productivity between the excavator and dump truck before and after the rain is the muddy and waterlogged field conditions, which lead to changes in the excavator's digging speed, per-cycle production, and the dump truck's rate while moving from the excavation site to the disposal site.
Faktor Pengaruh Penerapan Keselamatan dan Kesehatan Kerja (K3) terhadap Kecelakaan Kerja Proyek Kontruksi Well Development di PT. Pertamina Hulu Rokan Petapahan Riau Ayup, Yufirman; Carlo, Nasfryzal; Utama, Lusi
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.851

Abstract

The development of construction projects in the era of globalization is not free from danger. Risk control for occupational safety and health (K3) is needed to minimize work accidents. Based on work accident data in 2023, three workers died in a waste tank or container in the PT Pertamina Hulu Rokan (PHR) area. They were found floating in the waste tank dead. Based on the investigation and investigation of the incident, it was found that the workers did not comply with the Standard Operating Procedures (SOP) of Occupational Safety and Health (K3). Based on this incident, the purpose of this study was conducted to determine how much influence the application of K3 in PT Pertamina (Persero) by identifying factors influencing the application of occupational safety and health (K3) to work accidents in the well development construction project at PT Pertamina upstream Rokan. Petapahan Riau. The method used is a survey method using a questionnaire instrument. Determination of the number of respondents based on the slovin equation. The questionnaire used a Likert scale and was distributed directly to 128 respondents. The classification of respondents is from Pt. Pertamina Hulu Rokan Petapahan Riau (PHR), namely, Representative, Project Consultant, Project Manager, HSE Manager, Construction Superintendent, HSE Superintendent, Construction Supervisor, and HSE Supervisor. The questionnaire results were statistically analyzed using SPSS. It was found that 3 main factors influence the application of occupational safety and health (OHS) on work accidents, namely, the fulfillment factor of laws and regulations, the OHS policy commitment factor, and the human factor, the dependent factor in this study is work accidents. The human factor is the most influential factor on the occurrence of work accidents, with the highest influence factor (t count) of 4.680.
Kepadatan Tanah Timbunan Menggunakan Metode Sand cone Pada Proyek Pembangunan Jalan Lintas Selatan (JLS) Lot 2 Bululawang – Sidomulyo – Tambakrejo Mahajana, Adam Niestera; Salim, Abdurrosid; Putra, I Nyoman Dita Pahang
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.849

Abstract

The construction of roads plays a crucial role in supporting public mobility and economic growth. The development of the South Java Road (JLS) is one of the initiatives designed to enhance connectivity in the southern region of Java Island. On the Bululawang – Sidomulyo – Tambakrejo segment, the quality of road construction work is a top priority to ensure safety, durability, and transportation efficiency. The development of JLS is strongly aligned with the Sustainable Development Goals (SDGs), particularly Goal 17, Partnerships for the Goals, involving various parties in ensuring the success of the project. The embankment soil work is a critical aspect, as the compaction of embankment soil directly influences the stability and load-bearing capacity of the road structure. The research methodology started with a literature review, followed by secondary data collection, field observations, and compaction testing using quartz sand and a Speedy Moisture Tester to verify moisture content. The results of the sand cone test at STA 11+725 R, STA 11+750 L, and STA 11+775 R indicate that all points met the minimum compaction criterion of 95%, with field compaction ranging from 97.46% to 98.24% of the maximum dry density (MDD). Although the moisture content at STA 11+725 R was slightly outside the acceptable range, the other points met the allowable moisture content criteria. The testing was conducted in accordance with SNI 03-2828-1992 and SNI 1742-2008, ensuring that the embankment soil compaction quality meets the technical standards.
Karekteristik Lumpur Ipal Kota Jambi Sebagai Bahan Campuran Material Konstruksi Qolbi, Muhammad Khofidul; Rosidawani, Rosidawani; Adhitya, Bimo Brata
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.847

Abstract

Jambi City IPAL is a new construction which is a container for processing Jambi City's domestic waste. The source of the sludge comes from household wastewater in Jambi City. The sludge produced from the Jambi city wastewater treatment process (IPAL) is dark brown in color and the sludge is floc in nature. District is mud whose grains are separated without coagulants, generally this mud contains sand, grit and small gravel fragments. Mud in the form of floc, namely (chemiflocc) is very large in volume, especially in WWTPs. The XRF results of WWTP mud show high levels of SiO2 and Al2O3, namely 61.56% and 26.93% respectively. The elements contained in cement are found in WWTP mud such as SiO2, Al2O3, Fe, CaO, K2O, MgO, and Na2O. If compared, WWTP mud has the same properties as cement. XRD test results show  crystal phase conditions show peaks with the highest count value at the position [o2Theta] 26.701OH. The SEM mud results show that the grains are in the form of fragments like irregular lumps with varying grain sizes. This condition shows that dry mud has good binding capacity. Jambi City WWTP waste sludge from XRF results has a mineralogical composition similar to cement, because it contains main oxides such as SiO2, Al2O3, CaO, and Fe. Based on its chemical composition, waste sludge has the potential to be used in the production of construction materials after being subjected to combustion treatment.
Produktivitas Alat Berat pada Pekerjaan Preservasi dan Peningkatan Kapasitas Jalan Nasional Studi kasus Simpang Niam Lubuk Kambing-Merlung Dwiretnani, Annisaa; Zulfiati, Ria; Febriani, Fitri
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.704

Abstract

The use of heavy equipment in civil engineering, mining and large-scale earthmoving works is almost inevitable. In fact,this tool is a factor that really determines the successful completion of work on time in accordance with the required quality. When compared to human labor using simple conventional equipment such as hoes, shovels, baskets, pounding tools for compaction and so on, using heavy equipment has many advantages that promise benefits. Moreover, if a job requires technical requirements and high precision, then the choice of using heavy equipment is a very appropriate alternative. The advantage of using heavy equipment compared to manual tools is that you can complete construction work more quickly. Apart from optimizing working time, construction costs can also be adjusted. Tool productivity depens on the type of tool, worj method, work area conditions and the time needed to complete a job. So, an analysis of the calculation of the heavy equipment requirements required and an analysis of the implementation time required by each tool is required, taking into account the calculation steps, namely: calculating the production capacity of each heavy equipment in order to obtain the productivity value, so that the number of each tool required can be determined.
Prioritas Pengembangan Jaringan Jalan di Kabupaten Ogan Komering Ulu (OKU) Selatan Adrifan, Adrifan; Nisumanti, Sartika; Nazila, Iva
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.790

Abstract

The development of this road network needs to be done in order to know the effect of the road network in an area or a city that needs road network development or handling, both in the long, short and medium term. Network development can support growth in South OKU Regency by analyzing the level of accessibility of the road network to the influence of inter-regional connectivity, the influence of road conditions, and development alternatives in the context of road network development. This study aims to evaluate the accessibility of the road network in South OKU Regency, analyze the need for road network development based on the potential of natural resources and regional spatial plans (RT / RW) and accessibility outside the region. The method used is the FPCI (Fuzzy Pavement Conditions Index) Method. The result of this research is the analysis stated that the network development of some high potential areas and integrated tourism development areas of Lake Ranau still have low accessibility value so that road network development action is needed in the form of repair, widening and or adding road sections. High potential areas that have low accessibility ratings include Muaradua Kisam Subdistrict, Beringin Island Subdistrict, Buay Pemaca Subdistrict and Banding Agung Subdistrict and for accessibility out of the area on several roads in damaged condition so as to slow down the speed of the road.
Pengujian Sifat Mekanis Tanah Sempadan Sungai dengan Pendekatan Uji Triaxial Fauzi, Marguan; Minaka, Utari Sriwijaya; Nurmawan, Tiara Salsabiela
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.863

Abstract

In construction planning, the condition of the soil must be given special attention in building a bridge which will later become the foundation, where during the rainy season it is often inundated with water/floods which can cause a wet-dry phase in the soil along the river. The aim of this research is to identify soil characteristics in the form of physical and mechanical properties of the soil on the border of Lubuk Mumpo village and determine the effect of changes in soil water content values with variations in the optimum water content mixture (Wopt), Wopt -10% Wopt, Wopt -20% Wopt and Wopt +10% Wopt, Wopt +20% Wopt to the triaxial value. The research method used is experimental in the laboratory. The research results showed that the soil conditions in Lubuk Mumpo village based on tests carried out were characterized by inorganic clay with medium-high plasticity and a uniformity coefficient (Cu) value of 16 which was well graded with a value of 16>15 and a Cc value of 0.25 and variation. The optimum water content obtained by Wopt is 29% and Wopt variations can also be determined, namely Wopt - 10% Wopt, Wopt -20% Wopt, Wopt +10% Wopt and Wopt +20% Wopt. The highest shear strength occurred when reducing Wopt -10% Wopt, namely Ø 9,980◦, an increase from Woptimum and for adding Wopt +10% Wopt, the shear strength decreased to minus, namely Ø – 5,294◦.
Analisis Kuat Lentur Balok Beton Bertulang dengan Perkuatan Glass Fiber Reinforced Polymer (GFRP) Menggunakan Program Abaqus Patria, Agustinus Sungsang Nana; Pangestuti, Pramesta Armanisag; Sarida, Anggun Dwi; Baene, Master Almoris
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.843

Abstract

Strengthening is needed to restore structural capacity such as installing GFRP. This research aims to analyze the flexural strength of reinforced concrete beams using the Abaqus 2017 finite element program, experimental and theoretical results, in the form of maximum load, maximum moment and crack patterns. The research object uses secondary data from experiments by Djamaluddin (2011) in the form of five beam variants, namely normal beams without GFRP, beams with 1 layer of GFRP along the span, beams with 1 layer of GFRP along the span plus 2 layers in the middle of the span, beams with 3 layers of GFRP along the span, and 3 layers of GFRP beams along the span plus 2 layers in the middle of the span. Researchers modeled the five beam variants in the Abaqus program and carried out theoretical calculations. Analysis of the three methods showed that the more layers of GFRP installed, the greater the maximum load and maximum moment. There are differences in the values of the three methods which are possible because the bonding (gluing) is less than perfect in installing the GFRP, and the distribution of the elements (meshing) of the model in Abaqus is less dense so that the stress distribution is less even. Apart from that, it was also seen that there was no difference in the crack pattern between the experiment and Abaqus, namely that the crack pattern in all models started from the middle of the span and then spread along the span.
Communication Culture Language Style In Project Implementation In Lamongan City Damara, Bobby; Sayekti, Levia Inggrit
Jurnal Talenta Sipil Vol 8, No 1 (2025): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v8i1.824

Abstract

Communication in a project is a key to success in project management. Errors or lack of good communication patterns in a project can have an impact on poor performance. This study aims to analyze the success of the project in terms of communication between the project owner, contractor and consultant. The independent variables used in this study are communication in the use of costs, communication in material distribution, and communication in schedule design. The dependent variable used is communication to support project success. The sample in this study was 31 people who were directly involved in construction projects in Lamongan city. The results of the research that has been done are all independent variables affect the dependent variable, and the most dominant variable affecting the dependent variable is communication in material distribution with a regression coefficient value of 0.618. Simultaneously there is a significant influence between the independent variable on the dependent variable with the result of the F value of the calculation result compared to F table, then the F calculate of the calculation result is greater than the F table (28.072> 2.960). Partially, there is a significant influence between each independent variable forming an individual linear regression model on the dependent variable.

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