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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 537 Documents
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Faktor yang Memengaruhi Pemilihan Moda Transportasi pada Pengguna Bus Trans Jatim Koridor Mojokerto-Jombang Mukhamad Khambali Ramadani; Ahmad Ridwan; Prima Eko Agustyawan
Jurnal Talenta Sipil Vol 9, No 2 (2026): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i2.1435

Abstract

Public transportation plays an important role in supporting community mobility and reducing dependence on private vehicles, particularly along the Mojokerto–Jombang corridor, which has relatively high travel intensity. However, the utilization of Trans Jatim Bus services along this corridor remains relatively low compared to private vehicles and other transportation modes. This study aims to analyze the factors influencing user preferences in transportation mode choice and to identify the most dominant attributes affecting the decision to use Trans Jatim Bus services. This research employed a quantitative method with a descriptive approach by distributing questionnaires to 97 respondents along the Mojokerto–Jombang corridor. The data were analyzed using binary logistic regression with the assistance of IBM SPSS Statistics 26. The results show that the regression model achieved a classification accuracy of 85.0% and a Nagelkerke R² value of 0.602, indicating that 60.2% of the variation in mode choice decisions can be explained by the variables included in the model. The Omnibus Test result showed a significance value of 0.000 (
Analisis Risiko Proyek Konstruksi Jalan Tol Menggunakan Metode Risk Matrix dan Relative Importance Index (RII) Arief Budi Hartono; Mardiaman Mardiaman
Jurnal Talenta Sipil Vol 9, No 2 (2026): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i2.1394

Abstract

Toll road construction projects are characterized by high complexity and uncertainty due to the involvement of multiple stakeholders, regulatory constraints, and dynamic site conditions, which often lead to delays and cost overruns. Despite extensive studies on construction risk, existing approaches tend to apply fragmented methods that fail to simultaneously capture risk magnitude and prioritization in an integrated manner. This study aims to develop a comprehensive risk evaluation framework by integrating the Risk Matrix and Relative Importance Index (RII) to identify, assess, and prioritize risks in toll road construction projects. A quantitative approach was employed using primary data collected through structured questionnaires distributed via Google Form to project stakeholders between January and February 2026. The identified risk variables were analyzed by calculating risk scores based on probability and impact, followed by RII to determine risk prioritization. The results were further visualized using a risk heatmap to enhance interpretability. The findings reveal that the most critical risks are predominantly associated with non-technical factors, particularly land acquisition delays, land readiness issues, and inter-agency coordination. These risks consistently rank highest in both risk matrix and RII analyses, indicating strong agreement between risk severity and stakeholder perception. Additionally, operational risks such as construction delays and traffic disruptions also contribute significantly to project performance degradation. This study contributes by proposing an integrated and visually enhanced risk assessment framework that bridges the gap between quantitative evaluation and practical decision-making. The proposed approach provides a more comprehensive understanding of risk distribution and prioritization, offering practical implications for improving risk management strategies in large-scale infrastructure projects, particularly in developing countries.
Pengaruh Limbah Kaca Sebagai Substitusi Agregat Halus terhadap Sifat Mekanik Beton Normal Haulida Isnaini; Hariyadi Haryadi; Maya Saridewi Pascanawaty
Jurnal Talenta Sipil Vol 9, No 2 (2026): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i2.1507

Abstract

The increasing development of the construction industry has led to a growing demand for natural aggregates, while the accumulation of non-biodegradable waste glass continues to increase, posing potential environmental problems. One effort to reduce these impacts is to utilize waste glass as a partial substitute for fine aggregate in normal concrete mixtures. This study aimed to analyze the effect of waste glass as a partial replacement for fine aggregate on the mechanical properties of normal concrete, including compressive strength and splitting tensile strength. An experimental method was employed at the Civil Engineering Laboratory of Universitas Muhammadiyah Mataram using cylindrical concrete specimens with dimensions of 100 mm × 200 mm. The waste glass substitution levels were 0%, 10%, 20%, and 30% by weight of fine aggregate. Compressive strength and splitting tensile strength tests were conducted at the age of 28 days using a Compression Testing Machine (CTM). The results showed that the average compressive strength of normal concrete was 16.22 MPa, while the concrete containing 10%, 20%, and 30% waste glass achieved average compressive strengths of 26.37 MPa, 21.74 MPa, and 20.34 MPa, respectively. The highest compressive strength was obtained at the 10% substitution level. Meanwhile, the average splitting tensile strength of normal concrete was 2.01 MPa, whereas the concrete containing 10%, 20%, and 30% waste glass produced average splitting tensile strengths of 2.99 MPa, 2.48 MPa, and 2.20 MPa, respectively. The highest splitting tensile strength was also achieved at the 10% substitution level. Based on these findings, the use of 10% waste glass as a partial replacement for fine aggregate provides the most optimal improvement in the mechanical properties of normal concrete and has the potential to serve as an environmentally friendly alternative material for sustainable construction.
Probabilistik Durasi Proyek Konstruksi Menggunakan Integrasi Critical Path Method dan Simulasi Monte Carlo pada Pembangunan Gedung Ruang Kelas Belajar MAN 4 Kampar Herianto Siahaan; Mardiaman Mardiaman
Jurnal Talenta Sipil Vol 9, No 2 (2026): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i2.1337

Abstract

Construction project scheduling commonly applies a deterministic approach using the Critical Path Method (CPM) to determine critical activities and project duration. However, this approach often fails to represent the uncertainty of activity durations that frequently occur during project implementation. Such uncertainty may cause deviations from the planned schedule and increase the risk of project delays. Therefore, a probabilistic approach is required to analyze project duration variability more realistically. This study aims to analyze the probability of construction project completion time by integrating the Critical Path Method and Monte Carlo simulation. The case study was conducted on the construction project of the MAN 4 Kampar classroom building with a planned duration of 244 days. The analysis began with developing a project network and identifying the critical path using CPM. The variability of activity durations on the critical path was then modeled using a triangular probability distribution and analyzed through Monte Carlo simulation using Oracle Crystal Ball with 1000 iterations. The simulation results indicate that the project duration follows a probabilistic distribution ranging from 199.13 days to 214.99 days. The project duration at the P50 probability level is 207.58 days, while the P80 and P90 levels are 209.76 days and 210.76 days, respectively. These findings demonstrate that the probabilistic approach provides a more comprehensive representation of project duration variability compared with the deterministic approach. Therefore, the integration of CPM and Monte Carlo simulation is recommended as a probabilistic analysis method in the planning and control of construction project schedules to anticipate project duration uncertainty.
Analisis Gradasi Butiran Limbah Rubber Deposit Runway (LRDR) sebagai Pengganti Agregat Halus pada Campuran Beton Viktor Suryan; Virma Septiani; Dwi Cahyono; Ria Maya Sari; Amira Erinda Khoirunisa Lesmana; Karina Nabila Maharani; Anggi Nidya Sari
Jurnal Talenta Sipil Vol 9, No 2 (2026): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i2.1520

Abstract

Rubber deposit waste generated from aircraft tire abrasion on airport runways has potential as a substitute material for fine aggregate in concrete mixtures, in line with the need to reduce dependence on natural aggregates whose extraction can damage ecosystems. This study aims to analyze the grain characteristics of rubber deposit waste compared to sand as a conventional fine aggregate, as a preliminary feasibility study for its use in concrete mixtures. The research employed a quantitative method with an experimental approach through sieve analysis testing using a Sieve Shaker, with three repetitions for each material, followed by comparative analysis. The results show that, visually, rubber deposit waste appears darker than sand due to its material content, which mostly originates from the abrasion of aircraft rubber tires. The sieve analysis results indicate that rubber deposit waste generally has finer grains than sand, marked by a passing percentage on the 0.425 mm sieve of 66.91% compared to 26.72% for sand, and a much higher content of very fine particles (passing the 0.075 mm sieve), namely 11.01% compared to 0.49% for sand. This gradation difference indicates that rubber deposit waste has potential as a partial substitute for fine aggregate, although its high fine-particle content needs to be further considered in relation to water demand and the workability of the concrete mixture. This study provides a basis for further research on the effect of rubber deposit waste substitution on the physical and mechanical properties of concrete.
Analisis Kekuatan Campuran Aspal Panas (AC-BC) dengan Variasi Kadar Limbah Plastik Multilayer Melalui Pengujian Marshall Rizki Ridho Sanggara; Anwar Efendy; Nurul Hidayati
Jurnal Talenta Sipil Vol 9, No 2 (2026): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i2.1474

Abstract

The increasing volume of multilayer plastic waste, which is difficult to recycle, has encouraged the exploration of alternative applications in road construction materials. This study aimed to analyze the effect of multilayer plastic waste content on the Marshall characteristics of Asphalt Concrete–Binder Course (AC-BC) mixtures and to determine the optimum plastic content that provides the best mixture performance. An experimental laboratory method was employed using the Marshall test on AC-BC mixtures with an optimum asphalt content (OAC) of 5,15% and multilayer plastic waste contents of 3%, 4%, 5%, 6%, and 7% by asphalt weight. The evaluated parameters included stability, flow, Void in Mix (VIM), Void in Mineral Aggregate (VMA), Void Filled with Bitumen (VFB), and Marshall Quotient (MQ). The results indicated that all multilayer plastic variations produced stability values ranging from 1076 to 1262 kg, flow values from 3.10 to 3.53 mm, and Marshall Quotient values from 309 to 386 kg/mm, all of which satisfied the 2018 Bina Marga General Specifications. The VMA values ranged from 16.57% to 17.57%, while VFB values ranged from 67.43% to 72.39%. The VIM values ranged from 4.57% to 5.72%, with the 5%, 6%, and 7% mixtures slightly exceeding the maximum specification limit. The 4% multilayer plastic content exhibited the best performance, producing the highest stability value of 1262 kg while satisfying all Marshall parameters. These findings demonstrate that multilayer plastic waste has strong potential as an alternative additive in AC-BC mixtures to improve pavement performance while supporting sustainable plastic waste management.
Evaluasi Kapasitas Saluran Eksisting terhadap Debit Limpasan sebagai Kajian Perancangan Saluran Drainase di Perumahan Sukawinatan Permai Indah Septarianti Arini; Radius Pranoto
Jurnal Talenta Sipil Vol 9, No 2 (2026): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i2.1482

Abstract

The rapid expansion of residential areas in Palembang City through swamp land reclamation without the application of eco-drainage principles has increased the occurrence of local flooding by reducing natural infiltration capacity. This condition has significantly affected the Sukawinatan Permai Indah Residential Area, where inundation and drainage overflow frequently occur during heavy rainfall. This study evaluates the hydraulic performance of the existing drainage network in conveying the design storm runoff within the residential area. A quantitative approach was adopted using annual maximum daily rainfall data for the period 2013–2022 obtained from the Meteorological, Climatological, and Geophysical Agency (BMKG). Design rainfall was estimated using the Log Pearson Type III distribution, while peak runoff discharge was calculated using the Rational Method. The analysis produced a 10-year return period rainfall of 173.76 mm. Hydraulic evaluation revealed that the existing drainage system is incapable of conveying the design runoff because of inadequate channel dimensions, structural deterioration, and significant sediment deposition. The average runoff discharge along the drainage reaches was 0.0037 m³/s, the maximum discharge reached 0.0327 m³/s, and the cumulative discharge at the outlet was 2.5536 m³/s. These findings indicate that the existing drainage network requires substantial improvement. Accordingly, the drainage system should be redesigned and reconstructed based on hydraulic design standards while incorporating eco-drainage principles to enhance runoff management. In addition, regular inspection and maintenance are essential to ensure the long-term effectiveness and sustainability of the drainage system in mitigating urban flooding.
Analisis Pengaruh Jarak Excavator terhadap Stabilitas Dinding Penahan Tanah Menggunakan Pendekatan Beban Garis (Studi Kasus: Konstruksi Kanal di Batam) Ryan Maulana; Junaidi Junaidi
Jurnal Talenta Sipil Vol 9, No 2 (2026): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i2.1526

Abstract

The operation of heavy equipment during construction activities generates additional loads that may affect the stability of retaining walls, particularly when the equipment operates close to the structure. In the construction project of a luxury accommodation complex in Batam City, the canal structure at STA 0+220–0+230 experienced an overturning failure, which was presumed to be influenced by the operational load of a Hyundai R140LC-9S excavator. This study aims to analyze the effect of excavator operating distance on retaining wall stability using a line load approach. The research employed an analytical method through manual calculations of lateral earth pressure, overturning stability, sliding stability, and bearing capacity under the existing condition, followed by manual line load calculations obtained by simplifying the excavator load and evaluating the effect of different excavator operating distances on the safety factors. The results indicate that the safety factors for overturning, sliding, and bearing capacity under the existing condition were 2.337, 1.676, and 4.245, respectively. When the excavator operated at a distance of 2 m, the safety factors decreased to 1.831, 1.306, and 1.907, respectively. At an operating distance of 4 m, the safety factors increased to 2.128, 1.514, and 3.021, respectively, satisfying the minimum requirements specified in SNI 8460:2017. Therefore, the closer the excavator operates to the retaining wall, the greater the reduction in stability. Among the operating distances evaluated in this study, 4 m was the shortest distance that satisfied all safety-factor requirements specified in SNI 8460:2017.
Analisis Kondisi Kerusakan dan Prioritas Penanganan Jalan Menggunakan PKRMS dengan Pendekatan Surface Distress Index dan Road Condition Index (Studi Kasus: Ruas Jalan Malimbu-Pengempus Sari, Kabupaten Lombok Utara) Rio Handika; Anwar Efendy; Muhammad Khalis Ilmi
Jurnal Talenta Sipil Vol 9, No 2 (2026): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i2.1515

Abstract

Roads are a vital land transportation infrastructure that supports community mobility and regional economic development. However, as the service life of a pavement increases, its condition gradually deteriorates due to repeated traffic loading and environmental factors. If not properly managed, pavement deterioration may reduce the level of road service, increase the risk of traffic accidents, and raise vehicle operating costs. Therefore, periodic pavement condition evaluation is essential to identify the extent of deterioration and to determine appropriate maintenance priorities. This study aims to assess pavement conditions using the Provincial/Kabupaten Road Management System (PKRMS) through the Surface Distress Index (SDI) method, evaluate the functional condition of the road using the Road Condition Index (RCI) method, and determine maintenance priorities for the Malimbu–Pengempus Sari Road in North Lombok Regency. A visual pavement survey was conducted on 51 road segments, and the collected data were processed using the PKRMS application to obtain SDI and RCI values as well as maintenance recommendations. The SDI analysis indicated that 17 segments (33.33%) required routine maintenance, 21 segments (41.18%) required periodic maintenance, and 13 segments (25.49%) required reconstruction. The highest SDI value of 265 was identified at STA 1+600–1+700, STA 2+300–2+400, STA 2+500–3+400, STA 4+000–4+200, and STA 4+400–4+600, where the predominant pavement distresses consisted of potholes and surface deformation. Meanwhile, the RCI values ranged from 4.00 to 6.00, indicating that the functional condition of the road varied from fair to good. The integration of SDI and RCI through the PKRMS application produced maintenance priorities dominated by periodic maintenance, followed by routine maintenance and reconstruction, according to the condition of each road segment. The findings demonstrate that integrating SDI and RCI within the PKRMS framework provides a more objective and comprehensive basis for determining road maintenance priorities by considering both the structural and functional conditions of the pavement.
Perubahan Tutupan Lahan pada DAS Bendung Kota Palembang dengan Metode NDVI Vionadwiuchtia Idrat; Indrayani Indrayani; Akhmad Mirza; Tata Prayoga; Azzahra Ramadhanti; M. Rama Miftah Wijaya; Prasetya Ardhana
Jurnal Talenta Sipil Vol 9, No 2 (2026): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i2.1530

Abstract

Rapid urban development to accommodate population growth has led to significant land use changes. The Bendung Watershed, located in Palembang City, is one of the areas with a high potential for flooding. Several factors contribute to flooding in Palembang, including inadequate drainage system performance, extensive swamp reclamation over the years, low-lying topography, and land use changes. Land cover change is one of the factors affecting flood discharge; therefore, this study aims to analyze land cover changes in the Bendung Watershed using the Normalized Difference Vegetation Index (NDVI) method based on Landsat remote sensing imagery from 2005 and 2024. The research methodology included watershed boundary delineation using DEM SRTM data, processing of Landsat imagery through geometric and radiometric corrections, band composite generation, NDVI transformation, land cover classification, and classification accuracy assessment. The results indicate that between 2005 and 2024, the built-up area increased by 21.15%, while open space and water bodies decreased by 40.98% and 36.89%, respectively.

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