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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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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 Proyek terhadap Efisiensi Waktu dan Biaya dalam Proyek Percepatan Konstruksi Pembangunan Gedung Kantor Kejaksaan Negeri Tual Lestia, Iren Sabina; Leuhery, Lenora; Titaley, Henriette Dorothy; Suryawan, M. Alit
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1189

Abstract

Public construction projects frequently encounter challenges related to schedule delays and cost overruns, which can reduce overall project performance. These conditions require an integrated project control system to ensure that implementation remains aligned with planned schedules and budgets. One approach that can be applied is Earned Value Management (EVM), a performance evaluation method that integrates cost and schedule analysis simultaneously, enabling early detection of project deviations. This study aims to evaluate time and cost performance in the Acceleration Project of the Tual District Attorney Office Building Construction and to assess the effectiveness of the acceleration strategy implemented during project execution. The research method uses secondary data analysis consisting of the Bill of Quantities (BOQ), S-curve, weekly progress reports, and actual cost data. These data are analyzed using Planned Value (PV), Earned Value (EV), Actual Cost (AC), and performance indicators including the Cost Performance Index (CPI), Schedule Performance Index (SPI), and Critical Ratio (CR). The results indicate that the project was completed in 26 weeks compared to the planned 33 weeks, resulting in a time efficiency of 7 weeks with an SPI value greater than 1. Although cost inefficiency occurred during the early stages of implementation (CPI < 1), effective cost control measures successfully stabilized expenditures by the end of the project, resulting in CPI and CR values reaching 1. Based on these findings, the application of EVM is recommended as a routine monitoring method for accelerated construction projects to ensure more accurate, systematic, and data-driven control of project time and costs.
Evaluasi Wastage Level Material Struktur (Besi, Kayu, dan Beton) pada Proyek Rumah Susun Pemerintah di Surakarta Budiharsanto, Heribertus Nurbawono; Mardiaman, Mardiaman
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1266

Abstract

The construction industry is one of the sectors with a high level of material waste, particularly in structural works of building projects. Material waste not only leads to project cost inefficiencies but also increases environmental burdens and contradicts the principles of sustainable construction, especially in government-funded apartment projects that demand high accountability. Therefore, evaluating material waste based on actual field data is essential to improve material management performance. This study aims to evaluate the level of material waste (wastage level) of structural materials, including reinforcing steel, formwork plywood, and concrete, in a government apartment project in the City of Surakarta. The research employed a descriptive quantitative approach with a case study method, using a comparison between material acceptance data and actual material usage during the execution of structural works. The results indicate that reinforcing steel exhibits the highest average wastage level at 13.38%, followed by plywood at 9.90%, while concrete shows the lowest wastage at 2.50%. The highest wastage in steel materials occurs in M6 wiremesh, reaching 55.74%, whereas the highest plywood wastage is found in 12 mm plywood at 17.73%. The relatively low concrete wastage reflects the effectiveness of ready-mix concrete procurement systems in controlling material volume and minimizing residual waste.Based on these findings, it is recommended to improve steel cutting planning, select more durable formwork materials, and strengthen on-site material control to reduce material waste and support the implementation of sustainable construction practices in government housing projects.
Metode Lean Construction dalam Pengendalian Limbah Material pada Pekerjaan Struktur Baja di Proyek Gedung Makodim 521 Kota Kediri Ivo, Farhan Maulana; Susanto, Sony
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1164

Abstract

The construction industry contributes significantly to infrastructure development but faces major challenges in the form of material inefficiency that generates construction waste. Studies show that an average of 5–15% of materials are wasted during project execution, increasing costs, causing delays, and having a negative impact on the environment. The construction project of the Makodim 521 Building in Kediri City was chosen as the research object because it involves the use of WF steel structures, CNP purlins, and Onduvilla roof coverings with high costs and significant waste potential. Initial analysis revealed that eight materials contributed more than 80% of the total roofing work cost, with the highest waste level of 2.32% found in Onduvilla roof coverings and the largest absolute waste volume of 27.14 kg in CNP profile purlins. This research aims to develop a data-based waste control strategy using the Lean Construction approach. The methods used include material identification, Pareto analysis to determine priority materials, calculation of waste levels, and analysis of the causes of waste. The strategies designed include the implementation of Just in Time (JIT), worker training, design optimization with Building Information Modeling (BIM), application of the 5S principles, as well as utilization and recycling of leftover materials. The results show that the implementation of these strategies has the potential to reduce waste by up to 38%, reduce excess stock by 30%, and reuse up to 50% of leftover materials. The main contribution of this research is to provide a measurable waste control strategy framework that can be directly implemented to improve project efficiency and support sustainable construction practices in Indonesia and other developing countries.
Penerapan SNI 2847:2019 dalam Evaluasi Kapasitas Lentur dan Geser Balok Beton Bertulang dengan Data Aktual Maulana, Hafidz; Mustofa, Imam
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1232

Abstract

Reinforced concrete beams are primary structural elements responsible for transferring gravity loads and play a crucial role in maintaining the stability and safety of building structures. In construction practice, variations in concrete strength, reinforcement ratios, and execution irregularities often cause the flexural and shear behavior of beams to differ from design assumptions, making capacity evaluation based on actual section data necessary. This study aims to evaluate the flexural and shear capacity of reinforced concrete beams and to assess the level of capacity utilization under design gravity loads. The research method employs an analytical approachc approach using section geometry, material properties, reinforcement configuration, and gravity loading obtained from design documents. Internal forces are calculated using static equations for simply supported beams, while flexural and shear capacities are determined in accordance with the provisions of SNI 2847:2019 and the load combinations specified in SNI 1727:2020. The results indicate that the factored bending moment of 232.37 kNm and the shear force of 84.88 kN remain below the design capacities φMn of 452.81 kNm and φVn of 206.86 kN, resulting in utilization ratios of 0.51 and 0.41, respectively. The provided flexural and shear reinforcement also satisfies strength and detailing requirements. It is recommended that evaluations based on actual section data be consistently applied to improve design reliability and quality control in reinforced concrete beam construction.
Analisa Kerusakan Jalan terhadap Ruas Jalan di Jalan Raya Turi, Lamongan, Jawa Timur Rozaq, Ainur; Hartantyo, Sugeng Dwi; Romadhon, Romadhon
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1090

Abstract

Roads are important infrastructure that supports smooth transportation and economic growth. This research aims to analyze the pavement condition on Jalan Raya Turi - Kemlagi Gede, Turi District, Lamongan Regency, East Java, using the Pavement Condition Index (PCI) method. This research was conducted along 550 meters of road divided into six observation segments. The PCI method was chosen because it is able to evaluate road conditions based on the type of damage, severity, and extent of damage in each survey unit. The results showed that the highest PCI value was 82 and the lowest was 59, with an average value of 70.00. Based on the PCI classification, the general pavement condition falls into the good to very good category. The damage found can still be handled with routine and light maintenance without requiring heavy structural repairs.
Identifikasi Sebaran Rumah Gadang Pada Perkampungan Adat Sijunjung, Nagari Padang Ranah Ariyati, Ariyati; Bestnissa, Nadya; Fuadi, Al Busyra
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1144

Abstract

Vernacular architecture represents a form of design deeply rooted in the physical, material, and cultural context of its environment. This study explores the relationship between the architectural form of the Rumah Gadang and the geographical as well as cultural conditions of the Sijunjung Traditional Village, located in Nagari Padang Ranah. The main objective of this research is to identify the spatial distribution of Rumah Gadang, to analyze the correlation between tectonic aspects of the building and its site, and to uncover the underlying logic and abstract meaning behind the selection of materials, tools, and construction methods used by the local community. The research employs a qualitative approach through grounded theory, consisting of literature review, field observation, direct measurement, interviews with community leaders, and comparative architectural analysis. The findings reveal that there are 54 Rumah Gadang arranged linearly along the main circulation path rather than clustered by clan, deviating from the traditional spatial pattern of Minangkabau villages. This spatial arrangement indicates an adaptive response to the hilly topography and reflects a communal sense of togetherness among the residents. In conclusion, the architectural form of Rumah Gadang in Nagari Padang Ranah is not merely a cultural artifact but a manifestation of ecological awareness and social consciousness, representing the harmonious integration between people, place, and tradition within the framework of Minangkabau vernacular architecture.
Analisis Faktor Penyebab Keterlambatan pada Proyek Konstruksi Pembangunan Tebing Sungai di Kota Sungai Penuh Elza, Fernandez; Hatmoko, Waluyo
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1071

Abstract

Construction project delays remain common in Indonesia, particularly in infrastructure works located in regions with challenging geographical conditions, such as Sungai Penuh City, Jambi Province, which experiences high rainfall and mountainous terrain. This study aims to identify the factors causing delays in riverbank retaining wall projects and determine the most dominant factor. The research employed a mixed-method approach, combining qualitative in-depth interviews with seven respondents and quantitative analysis using the Analytical Hierarchy Process (AHP) to calculate priority weights, supported by secondary data from contract documents, project progress reports, and daily rainfall records. The Consistency Ratio (CR) value of 0.05 (
Manajemen dan Rekayasa Lalu Lintas Akibat Beroperasinya Akses Tol Tarok City Wijayayanto, Indra Aprian; Susilo, Budi Hartanto; Pontan, Darmawan
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1272

Abstract

In the construction of the Padang - Sicincin toll road, toll access is also opened which is directly connected to the national road. This toll access must be met as a form of traffic safety mitigation. This study aims to project the level of service of the intersection. And only focuses on the level of service of the intersection during the toll concession period (until 2050) and what is the ideal traffic management and engineering can be implemented at the intersection. Analysis method uses the Indonesian Road Capacity Manual (1997). Based on survey results show that in the 2025 traffic volume reaches 21,514 vehicles / day with on peak hour volume of 1,712 vehicles / hour (peak hour factor 7.9%), currently the intersection has an intersection delay of 31 SMP / Second (LoS D), these results indicate that the intersection service level exceeds the maximum limit required (25 seconds and LoS C). From the intersection’s existing performance, it is projected that the intersection performance until 2050 will have traffic growth of 4.8% - 5.2% per year. Therefore, several mitigation measures are recommended in 2025-2030 in the form of providing road equipment facilities, adjusting intersection cycle times, in 2030-2040 implementing changes to traffic cycle times, and changing traffic flow from the toll exit direction, and in 2041-2050 changing the intersection type to a non-level intersection. Based on these recommendations, the intersection service level will be 24 sec/SMP (LoS C) in 2025, 17 sec/SMP in 2030, 18 sec/SMP in 2035, 21 sec/SMP in 2040, and 24 sec/SMP in 2045. Based on the analysis results, intersection service will increase by 50% - 70% after implementing traffic management and engineering.
Pendekatan Probabilistik Berbasis PERT dengan Visualisasi TFN pada Penjadwalan Proyek Konstruksi Khasanah, Ismatul; Winanda, Lila Ayu Ratna; Munasih, Munasih; Ma'ruf, Annur
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1250

Abstract

Uncertainty regarding the duration of activities is a major factor affecting the reliability of construction project schedules. Variability in resources, field conditions, material supplies, and other technical conditions often cause deviations between planned and actual durations. Therefore, this study aims to analyze project duration using the Program Evaluation and Review Technique (PERT) based on three-point estimates, namely optimistic (a), most likely (m), and pessimistic (b), and to visualize the duration range through Triangular Fuzzy Number representation to clarify the variation in estimates for each activity. The methods used in this study include collecting duration estimates (a, m, b) through structured interviews, calculating the Expected Time (te) for each activity, and compiling a work network using the Precedence Diagram Method (PDM) with Microsoft Project to determine the critical path and total project duration. The results of the study show that the total project duration is 170 days, with several activities on the critical path determining the project completion time, while probabilistic analysis results in a 70% chance of project completion within the target duration. The uncertainty of scheduling analysis can be resolved with a triangular fuzzy number visualization approach to extend the optimistic, most likely, and pessimistic time limits for each activity. Based on these results, this study is expected to encourage the application of PERT analysis based on three-point estimates visualized in the form of triangular distributions for each activity as a basis for setting target durations and making more realistic project acceleration decisions.
Produktivitas Pekerjaan Struktur Pondasi Bore Pile pada Proyek Hotel X di Kota Lumajang Handoyo, Tri; Ihsan, Daimil; Sucipto, Sucipto
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1146

Abstract

Construction productivity plays a crucial role in determining the success and efficiency of project implementation. In foundation works, particularly bored pile installations, productivity is often affected by various technical and environmental factors. This study focuses on analyzing the productivity of bored pile foundation work on the Hotel X project in Lumajang City and identifying the dominant factors that hinder performance. The research employed a mixed-method approach combining quantitative productivity analysis with qualitative field observations and interviews. Productivity data were calculated using the Unit Completed method, while statistical testing was conducted using SPSS software to determine the correlation between influencing variables such as materials, equipment, labor, environment, and management. The analysis revealed that for bored piles with diameters of 600 mm and 500 mm at depths ranging from 5 to 18 meters, the average productivity rate was 0.86 meters per hour per unit during a 37-day observation period (totaling 1,713 working hours). Material factors contributed most significantly to productivity losses, accounting for 39.66% of total lost work hours (165.53 hours out of 417.35 hours), followed by environmental, equipment, labor, and management factors. The findings demonstrate that inadequate material logistics and unstable soil conditions substantially reduce project efficiency. In conclusion, effective management of these key factors is essential to improve productivity performance in bored pile foundation work on construction projects.

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