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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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Pemanfaatan Limbah UPVC Sebagai Bahan Aditif pada CPHMA (Cold Paving Hot Mix Asbuton) Saputra, Ahnaf; Efendy, Anwar; Hidayati, Nurul; Fitrayudha, Adryan; Fariyadin, Adiman
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.v9i1.1190

Abstract

Advances in road technology have encouraged efforts to improve the quality of environmentally friendly and sustainable pavement materials. One potential local material is Asbuton (Buton Asphalt), which is used in Cold Paving Hot Mix Asbuton (CPHMA) products. However, the application of CPHMA is still limited due to its relatively low stability value. This study aims to analyze the effect of adding Unplasticized Polyvinyl Chloride (UPVC) waste on the characteristics of the CPHMA mixture and determine the optimum content that can improve its performance. The research method used was an experimental method with testing at the NTB Provincial DPU-PR Testing Center. The variation in UPVC waste addition was 0%, 1%, 2%, 3%, 4%, and 5% of the weight of asphalt, using the wet process mixing method. The tests included Marshall stability, flow, Void In Mixture (VIM), Void In Mineral Aggregate (VMA), and Void Filled with Bitumen (VFB) tests, referring to the 2018 Revised General Specifications for Highways. The results showed that adding 1% UPVC waste produced the highest stability value of 968 kg with flow and volumetric parameters that still met the standards. Adding more than 2% caused a decrease in stability due to increased air voids and decreased mixture homogeneity. Based on these results, the optimum level of UPVC waste in the CPHMA mixture was found to be 1%, which provided the best balance between the stability and durability of the mixture. This study indicates that the use of UPVC waste has the potential to improve the performance of CPHMA while supporting sustainable plastic waste management.
Tingkat Kecelakaan (Accident Rate) dan Hubungannya dengan Volume Lalu Lintas pada Ruas Jalan Tol Becakayu Novriardo, Fiqry Ichsan; 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.v9i1.1295

Abstract

This study aims to analyze the traffic accident rate and its relationship with traffic volume on the Becakayu Toll Road during the 2020–2024 period. A quantitative research approach was employed using secondary data in the form of traffic volume data and accident records obtained from the Toll Road Operating Agency (BUJT) PT Kresna Kusuma Dyandra Marga. The data were analyzed on an annual basis by calculating the accident rate based on the standard number of accidents per 100 million vehicle-kilometers, with a section length of 16.78 km. The analytical methods included descriptive statistics, accident rate calculation, and Pearson correlation analysis to examine the relationship between Average Daily Traffic (ADT) and the number of accidents as well as the accident rate. The results indicate that an increase in traffic volume is followed by an increase in the number of accidents; however, the accident rate tends to fluctuate and shows a negative correlation with traffic volume. The correlation analysis reveals a very strong positive relationship between traffic volume and the number of accidents, as well as a strong negative relationship between traffic volume and the accident rate. These findings indicate a distinction between absolute accident frequency and relative risk per vehicle. Therefore, toll road safety evaluations should combine absolute accident indicators and exposure-based indicators to obtain a more comprehensive interpretation of traffic risk.
Back Analysis dan Validasi Numerik-Manual Parameter Residual Soil: Studi Kasus Longsoran Bendungan Bagong Al Qorni, Muhammad Rizqi Uwais; Sadono, Kresno Wikan; Sukamta, Sukamta
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.v9i1.1292

Abstract

A landslide on the left abutment of the Bagong Dam on 14 August 2025 indicated a significant gap between the design parameters and the actual field conditions, particularly within the critical zone of weathered limestone and residual soil (RQD = 0–11%). This study aims to validate the geotechnical parameters of the dam abutment through back analysis of the actual landslide and to formulate safe slope geometry design recommendations. A comprehensive research methodology is employed, integrating geological characterization based on six boreholes, parametrized back analysis using ten reference materials with similar geological conditions, cross-method validation between the Limit Equilibrium method (manual Fellenius method) and the finite element method (PLAXIS LE), GSI–Hoek–Brown validation for weathered rock zones, and parameter sensitivity analysis. The results show that the validated parameters c = 35,5 kPa and φ = 23° represent the critical field conditions, yielding safety factors of FS = 1,173 (PLAXIS LE) and FS = 1,2588 (Fellenius method), with an inter-method deviation of 7,32%. Sensitivity analysis identifies the pore pressure ratio (Ru) as the dominant controlling factor (ΔFS/ΔRu = –0,155), explaining the failure mechanism during the rainy season. The optimal design recommendation is a stepped slope geometry with a single berm at elevation 320 m and a slope angle of 33°, resulting in FS = 1,629, which satisfies construction safety criteria (FS ≥ 1,35) and represents a 38,8% increase in stability compared with the existing condition.
Perancangan Geometri Jalan Rel Kereta Api Cepat Surabaya – Jakarta Berdasarkan Jalur Eksisting Stasiun Pasar Turi – Stasiun Lamongan (KM. 0+000 – KM. 41+046) Harnan, Cahya Rafiyoga; Utomo, Nugroho; Fatikasari, Aulia Dewi
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.v9i1.1173

Abstract

Trains have become a reliable mode of land transportation as they can avoid traffic congestion, operate on structured schedules, and offer high passenger and freight capacity. Technological advancements have led to the development of high-speed trains capable of traveling over 300 km/h on dedicated, unobstructed tracks, enhancing travel efficiency and regional connectivity. In Indonesia, the Jakarta–Surabaya high-speed rail project is expected to facilitate mobility, reduce congestion on the Pantura corridor, and complement conventional lines such as the Pasar Turi–Lamongan route. This study aims to analyze the horizontal and vertical alignment design, rail elevation dimensions, and the location of gradient transitions on the high-speed rail line between Pasar Turi and Lamongan stations. The geometric planning of the high-speed rail uses references from Minister of Transportation Regulation No. 7 of 2022 and the book Jalan Rel by Suryo Hapsoro Tri Utomo, with secondary topographic data from Google Earth Pro processed using Global Mapper and Civil 3D. The results indicate that the horizontal alignment is designed with speeds below 350 km/h—specifically 300 km/h, 250 km/h, and 120 km/h—to avoid overlap in closely spaced curves, while the vertical alignment is planned for a design speed of 350 km/h with concave and convex vertical radii of 25,000 meters and a gradient of less than 2%. The study concludes with a rail elevation of 175 mm, curve radii of 8,000 meters for 350 km/h, eight SCS-type curves with some lower-speed segments to prevent spiral overlap, and a vertical alignment on an elevated track with eight curve points, a radius of 25,000 meters, and a maximum gradient of 2%.
Pengaruh Variasi Volume Serat Kawat Loket terhadap Sifat Mekanik Beton Mutu Normal Sambesa, Adelia Ridha; Hidayati, Nurul; Muttaqin, Aulia; Pascanawaty, Maya Saridewi; Fitrayudha, Adryan
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.v9i1.1268

Abstract

Concrete is a construction material that is widely used in infrastructure development due to its high compressive strength; however, it has relatively low tensile strength and exhibits brittle behavior. Various efforts have been made to improve the mechanical properties of concrete, one of which is through the addition of reinforcing materials such as PVC-coated welded wire mesh. Nevertheless, the effect of PVC-coated welded wire mesh on the mechanical properties of normal concrete still requires further investigation. This study aims to analyze the effect of adding PVC-coated welded wire mesh on the compressive strength and splitting tensile strength of normal concrete. The research method was conducted experimentally in a laboratory using cylindrical specimens measuring 15 cm × 30 cm, which were tested at the age of 28 days. The variations of welded wire mesh addition were 0% (normal concrete), 0.5%, 0.75%, and 1% of the concrete volume, with the same mix composition applied to all variations. Compressive strength testing was carried out in accordance with SNI 1974:2011, while splitting tensile strength testing followed the applicable standards. The results showed that normal concrete achieved the highest compressive strength of 25.32 MPa and splitting tensile strength of 13.76 MPa. The addition of PVC-coated welded wire mesh resulted in a decrease in compressive strength by 24.33% at 0.5%, 27.41% at 0.75%, and 71.00% at 1%, as well as a reduction in splitting tensile strength by 35.25%, 44.91%, and 38.37%, respectively. Based on these results, it can be concluded that the addition of PVC-coated welded wire mesh at the investigated variations was not able to improve the mechanical properties of normal concrete. Therefore, future studies are recommended to investigate variations in the shape, size, and configuration of the welded wire mesh, as well as the use of other admixtures to enhance workability and bonding performance in concrete
Manajemen Biaya dan Waktu pada Pekerjaan Pembangunan Gedung Serba Guna Lontar Surabaya Menggunakan Metode CPM dan PERT Hepiyanto, Rasio; Dhana, Rio Rahma; Romadhon, Galang Syahri
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.v9i1.1058

Abstract

A project is an activity carried out to produce services that have a specific schedule. In the implementation of the project, there is a discrepancy between planning and realization, both in terms of time and cost. Scheduling is determined by the relationship of a project activity that is made very detailed and accurate. Especially in the construction of the Lontar Surabaya Multipurpose Building. The aim is to analyze to find out the processing of the application of the CPM (Critical Path Method) and PERT (Project Evaluation and Review Technique) methods. These two methods identify activities that affect project completion to predict costs, duration, critical paths and probabilities of a project. The research was conducted quantitatively by collecting primary and secondary data and through interviews with results in the field. The results of the research implementation show that the critical path in the project occurs in activities, A – B – H – I – J – K – M – N – F – E – O – O1 – O2 – O3 – G – Q – P – T – T1 – T2 – Z – Z1 – Z2 – Z3 – Z4 – Z5. Witg having a total duration of 79 days using the CPM and PERT methods, there were cost and time savings of 11 days.
Perancangan Standard Operating Procedure (SOP) Pemeliharaan Sarana Proteksi Kebakaran pada Sekolah Dasar Net Zero Carbon (NZC) Agustinus Putra, Rivaldo Bimo Oktaviano; Dermawan, Hans
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.v9i1.1205

Abstract

The high incidence of fire emergencies in Indonesian elementary schools and the limited availability of maintenance guidelines for fire protection systems pose significant safety risks, particularly in Net Zero Carbon (NZC) schools equipped with photovoltaic systems. This situation is exacerbated by the absence of a comprehensive and structured maintenance Standard Operating Procedure (SOP) in NZC elementary schools. This study aims to design an SOP for maintaining fire protection systems that is aligned with the operational characteristics and specific needs of NZC elementary schools. A descriptive quantitative approach was employed, with data collected through questionnaires and analyzed using the probability index and matrix method based on the PMBOK 6th edition risk management framework to identify and prioritize potential risks. The results indicate five dominant high-level risks, namely the absence of an SOP for fire protection (0.34), the lack of a regular inspection schedule (0.28), the absence of maintenance records (0.21), irregular inspection of solar panels (0.20), and the lack of dedicated maintenance personnel (0.18). These findings formed the basis for developing a maintenance SOP that includes daily, monthly, and periodic inspection procedures, integrating solar panel assessment to prevent fire-related hazards. In conclusion, the proposed SOP provides a preventive, measurable, and accountable framework for maintenance activities, and has the potential to enhance the effectiveness of fire protection systems in NZC elementary schools on a sustainable basis.
Pemetaan Suhu dan Tekanan Udara terhadap Faktor Kepadatan Lalu Lintas di Ruas Jalan Wilayah Kabupaten Mojokerto Erlangga, Agi Rahmantoko; Wibisana, Hendrata
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.v9i1.1095

Abstract

Mojokerto Regency, East Java, is a region with rapid population growth and high motor vehicle usage. This condition leads to significant traffic congestion, especially during peak hours, and contributes to increased exhaust gas emissions such as carbon dioxide (CO₂), carbon monoxide (CO), and sulfur dioxide (SO₂). These emissions not only deteriorate air quality but also affect temperature, air pressure, and public health. This study aims to: (1) calculate vehicle volume on major roads in Mojokerto Regency; (2) analyze the degree of saturation (DS) as an indicator of traffic density; (3) measure CO₂ emissions; and (4) map temperature and air pressure using Geographic Information Systems (GIS). The research method involved field surveys, direct observation, traffic volume data recording, and measurement of temperature, air pressure, and CO₂ concentration during peak hours in the morning (06.00–09.00) and afternoon (15.00–18.00). Data were analyzed using statistical approaches, regression, T-test, and ANOVA to identify relationships among variables. The results show that high vehicle volume is directly proportional to an increase in DS values, with several road segments approaching saturation. Furthermore, the increase in vehicle volume correlates with higher air temperature, air pressure, and CO₂ concentration. GIS-based mapping illustrates the spatial distribution of traffic density and environmental conditions. This study concludes that traffic management and sustainable transportation development are essential to reduce the negative impacts on the environment and public health in Mojokerto Regency.
Analisis Nilai Hasil pada Proyek Konstruksi Bangunan di Kota Jambi Assa, Ambo; Dwiretnani, Annisaa; Azanna, Dwitya Okky; Fadlan, Fadlan
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.v9i1.1140

Abstract

This research evaluates the cost and schedule performance of the Skywalk Construction Project at Bhayangkara Hospital TK II, Jambi Regional Police, using the Earned Value Management (EVM) method. By integrating cost, schedule, and physical progress, EVM provides an objective basis for assessing project performance and forecasting completion. Analysis up to the 22nd week focused on the Cost Performance Index (CPI) and Schedule Performance Index (SPI). Results show that project costs were efficient during weeks 1–19 (CPI > 1), but experienced overruns in weeks 21–23 (CPI < 1). In terms of schedule, delays occurred in week 1 and weeks 17–22 (SPI < 1), while weeks 2–16 indicated accelerated progress (SPI > 1). The Estimate At Schedule (EAS) method predicted project completion in 150 days or 22 weeks, confirming a delay from the original schedule. Overall, the findings highlight the importance of continuous monitoring and control to improve cost efficiency and schedule adherence in construction project management.
Risiko Ketidakpastian Durasi dengan Metode PERT pada Pekerjaan Struktur Atas Proyek Gedung Bertingkat Karimah, Alfira Dwi; Winanda, Lila Ayu Ratna; Munasih, Munasih; Erfan, Mohammad
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.v9i1.1249

Abstract

Uncertainty in duration often occurs in superstructure work due to the interdependence of activities and dynamic changes in field conditions. Deterministic scheduling methods such as the Critical Path Method (CPM) are considered incapable of representing duration variations realistically, thus requiring a probabilistic scheduling approach. Therefore, this study aims to analyze the duration of superstructure work using the Program Evaluation and Review Technique (PERT) method supported by scheduling using Microsoft Project software. The PERT method was applied through three time estimates, namely optimistic time, most likely time, and pessimistic time, with data obtained through interviews and questionnaires with experienced experts in the field of construction. Based on the analysis results, the actual duration of the project implementation reached 487 days, while the expected duration based on the PERT method was 235 days with a Z-score value of 9.79, resulting in a 47% probability of completion within the expected duration. The significant difference between the ideal duration and the actual conditions in the field indicates a 53% risk of delay that must be faced by the implementer, so that the results of this study can be used as a basis for consideration in determining a more realistic and tolerable project duration. More accurate time planning can be achieved by reducing the risk of delays through controlling and accelerating critical path activities, thereby optimizing the chances of project completion.

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