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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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Pengaruh Penggunaan Minyak Goreng Bekas pada Campuran Asphalt AC-BC Khaerun Nizam; Anwar Efendy; Aulia Muttaqin; Isfanari Isfanari; Adiman Fariyadin
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.v9i2.1408

Abstract

This study was conducted to investigate the effect of using waste cooking oil as a partial substitute for asphalt on the Marshall characteristics of Asphalt Concrete – Binder Course (AC-BC) mixtures. The research employed an experimental laboratory method using the Marshall test in accordance with the 2018 General Specifications of Bina Marga. The variations of waste cooking oil used were 1.5%, 2.0%, 2.5%, 3.0%, and 3.5% by weight of asphalt, with an optimum asphalt content of 5.3%. The parameters analyzed included Void in Mix (VIM), Void in Mineral Aggregate (VMA), Voids Filled with Bitumen (VFB), stability, and flow. The results showed that waste cooking oil contents ranging from 1.5% to 3.0% satisfied the requirements of the 2018 Bina Marga Specifications, while the 3.5% variation failed to meet the flow requirement, producing a value of 4.20 mm, which exceeded the specified limit of 2–4 mm. The VIM values ranged from 3.51% to 3.76%, the VMA values ranged from 14.26% to 14.48%, and the VFB values ranged from 74.19% to 75.38%. The highest stability value was obtained at a waste cooking oil content of 1.5%, reaching 1412 kg. Meanwhile, the flow values tended to increase with increasing waste cooking oil content, indicating that the mixture became more flexible due to the reduction in asphalt stiffness. Based on the test results, the most suitable waste cooking oil content was found to be within the range of 1.5%–3.0%, as all Marshall parameters remained within the specified limits. The 3.5% variation is not recommended because its flow value of 4.20 mm exceeded the maximum allowable specification. Furthermore, the utilization of waste cooking oil has the potential to serve as a cost-effective and environmentally friendly alternative material in road pavement construction.
Analisis Koordinasi Antar Pihak pada Proyek Konstruksi Bangunan Gedung Melalui Studi Literatur Laras Alencia Eka Putri; Tri Kuncoro; Mei Fajri Anugrah Sukma; Retno Dwi Rahmawati
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.v9i2.1409

Abstract

Building construction projects involve various parties with different roles, responsibilities, and interests, requiring effective coordination to achieve the established time, cost, and quality targets. The complexity of building construction projects demands the integration of various activities, resources, and decision-making processes among the parties involved. Lack of coordination can lead to various issues such as work delays, communication errors, conflicts between parties, and discrepancies between project outcomes and planning. This research aims to analyze coordination among parties in building construction projects through a literature study approach. The research method used is a literature study with a descriptive qualitative approach through the stages of problem identification, literature search, literature selection, content analysis, and synthesis of research results based on relevant national and international scientific articles. The research results show that the effectiveness of coordination is influenced by factors such as communication, information exchange, stakeholder involvement, decision-making, and information management systems. Coordination obstacles found include delayed information, lack of communication, unclear task distribution, and differing objectives among parties. This study recommends the implementation of regular coordination meetings, increased stakeholder involvement, and the application of an integrated information system to enhance the effectiveness of building construction project coordination.
Analisis Percepatan Waktu Menggunakan Metode Crashing dengan Penambahan Jam Kerja Tiga Jam dan Sistem Shift Aulia Sivani; Elvira Handayani; Dwitya Okky Azanna; Annisaa Dwiretnani; Riki Saputra; Rioni Rizki Aldiansyah
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.v9i2.1225

Abstract

During the construction process of a project, many unexpected events can occur, one of which is project delays. These delays may result from various factors such as unfavorable weather conditions, design changes, planning errors, and several others. Therefore, it is necessary to consider alternative strategies to support project acceleration. These alternatives may include extending working hours, using more productive equipment, increasing the number of workers, utilizing materials that are quicker to install, and implementing faster construction methods. This study analyzes the acceleration of project completion time in the construction project of SMPN 3 using the crashing method, with two alternatives: extending working hours by three hours and implementing a shift system. The objective of this research is to determine the total project duration after applying crashing with the two alternatives and to identify which critical path activities were accelerated in the SMPN 3 construction project. Based on the analysis, the total project duration after crashing using the three-hour extended workday alternative is 175 days, representing a time savings of approximately 20% compared to the normal duration of 218 days. Meanwhile, the total project duration after crashing using the shift system alternative is 109 days, resulting in a time savings of approximately 50% from the original duration of 218 days.
Pengaruh Tingkat Penambahan Fly Ash terhadap Kinerja Mekanik Beton Muhamad Syahrul; Sumarman Sumarman; Lutfi Marantica
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.v9i2.1363

Abstract

The increasing demand for concrete in infrastructure development leads to higher cement consumption, while cement production is a significant source of carbon dioxide emissions. The use of fly ash as a partial cement replacement offers an alternative to produce more efficient and environmentally friendly concrete. This study aims to analyze the effect of fly ash substitution on workability and compressive strength, determine the optimum technical dosage, and evaluate simple cost efficiency. The research employed a laboratory experimental method with fly ash variations of 0%, 10%, and 20% by weight of cement. Tests were conducted on slump and 14-day compressive strength using three cylindrical specimens for each variation. The 28-day compressive strength was estimated based on a 0.73 strength development factor from the 14-day results. The results show that slump decreased from 13.0 cm in normal concrete to 11.0 cm at 10% fly ash and 10.5 cm at 20% fly ash. The average 14-day compressive strengths for 0%, 10%, and 20% variations were 40.481 MPa, 40.953 MPa, and 35.858 MPa, respectively, with estimated 28-day strengths of 55.454 MPa, 56.100 MPa, and 49.120 MPa. The 10% fly ash variation produced the highest compressive strength, increasing by 1.17% compared to normal concrete. Cost analysis indicates savings of 3.60% for 10% fly ash and 7.20% for 20% fly ash. Therefore, 10% fly ash is recommended as the optimum technical proportion, while 20% fly ash is more suitable for cost efficiency but should be applied cautiously in structural applications.
Evaluasi Daya Dukung Tanah Dasar Berdasarkan Nilai CBR Hasil Pengujian DCP pada Ruas Jalan Tikung–Kembangbahu Kabupaten Lamongan Fadhlul Alimun Huda; Nur Indah Mukhoyyaroh; Ahmad Ridwan
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.v9i2.1438

Abstract

The Tikung–Kembangbahu road section in Lamongan Regency shows several indications of pavement distress; therefore, the bearing capacity of the subgrade needs to be evaluated as one of the bases for road treatment. This study aims to evaluate the subgrade bearing capacity based on the California Bearing Ratio (CBR) obtained from Dynamic Cone Penetrometer (DCP) testing. The test was conducted at five points with an interval of 200 m along a 1,000 m road section. The DCP penetration data were converted into CBR values, and the CBR values of the subgrade layer were used to determine the design CBR. The results show that the subgrade CBR values at the five test points were 12.8%, 3.23%, 3.3%, 8.42%, and 10.9%. The lowest CBR value of 3.23% was selected as the design CBR because the number of test points in one segment was less than ten. This value is lower than the minimum CBR requirement of 6%, indicating that subgrade improvement is required before pavement design. Based on the Bina Marga Pavement Design Manual, the recommended thickness of the subgrade improvement layer is 200 mm.
Evaluasi Kesesuaian Desain Rumah Tinggal Dua Lantai terhadap Kondisi Iklim dan Kerawanan Gempa di Pulau Lombok Laras Alencia Eka Putri; Laura Angelica Fadia Indriani; Jelita Bulanisahadi; Nazwa Laily Azzahrah; Agil Fitri Handayani
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.v9i2.1362

Abstract

Lombok Island has a humid tropical climate and a high risk of earthquakes due to tectonic activity; consequently, residential design must take into account aspects of thermal comfort and structural resilience. This study aims to evaluate the suitability of the architectural and structural design of a two-storey residential house for three occupants in relation to local environmental conditions. The method used is descriptive evaluation with a case study approach by reviewing design drawings, including floor plans, elevations, sections, and structural details, which were then compared with the principles of tropical house design and general provisions for earthquake-resistant buildings. The results of the study indicate that the spatial layout meets the functional needs of a small family with a clear division between private and public zones, whilst applying tropical architectural principles through the use of pitched roofs and natural openings to enhance thermal comfort. However, from a structural perspective, the details of the foundation, columns, beams, and structural connections are not yet sufficiently explained, thus requiring further technical verification based on earthquake-resistant building provisions. Consequently, whilst this house design meets functional and climatic requirements, it does not yet fully comply with earthquake-resistant building principles, thus requiring structural design optimisation.
Analisis Tingkat Kepuasan Penumpang Kereta Cepat terhadap Fasilitas dan Pelayanan Stasiun Halim Menggunakan SERVQUAL Berbasis Website Deby Ika Hariani; Renna Melinda; Wida Yuliar Rezika; Daryono Daryono; Arnelita Khusnul Wardani
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.v9i2.1446

Abstract

The rapid development of high-speed railways requires service providers to continuously improve station facilities and service quality to meet passenger expectations. Although the Service Quality (SERVQUAL) method has been widely applied to evaluate service quality, studies integrating data collection, processing, and real-time visualisation into a single web-based platform remain limited, particularly in Indonesia's high-speed railway services. This study aims to analyse passenger satisfaction with the facilities and services at Halim Station using a web-based SERVQUAL approach while developing a digital platform to support continuous service evaluation. A quantitative approach was employed involving 131 respondents selected through purposive sampling. Data were collected using a web-based questionnaire measuring passengers' perceptions and expectations and were analysed through validity and reliability tests, followed by SERVQUAL gap analysis across five service quality dimensions. The results indicate that all questionnaire items are valid and reliable, and the overall service quality of Halim Station is classified as very good, with an average perception score of 4.5974. Positive gaps were identified in the responsiveness, assurance, and empathy dimensions, whereas the tangibles and reliability dimensions exhibited slight negative gaps, indicating areas requiring improvement. This study develops a web-based system that integrates questionnaire data collection, SERVQUAL gap calculation, data recapitulation, and survey result visualisation. The system helps improve the efficiency of service monitoring and assists in making decisions based on station management data. By combining SERVQUAL with a digital web-based platform, this approach offers a more efficient method for supporting continuous service quality evaluation in railway station services.
Pengaruh Metode Analisis Stabilitas Lereng 3D terhadap Faktor Keamanan dan Kebutuhan Perkuatan pada Timbunan di Atas Tanah Lunak Aisiyah Pramaisela Hapsari; Queen Arista Rosmania Putri Sumarsono
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.v9i2.1432

Abstract

Three-dimensional (3D) slope stability analysis is increasingly used in geotechnical planning because it is able to represent landslide conditions more closely than two-dimensional (2D) analysis. Differences in results between analytical methods and software have the potential to result in different reinforcement requirements. This study aims to compare the three-dimensional slope safety factor values obtained using the analytical method with the Hovland formula and Plaxis LE software and evaluate their influence on the need for geotextile reinforcement. The analysis was conducted using the three-dimensional Limit Equilibrium Method (LEM) on several variations in width, height, slope, and the ratio of the length of the landslide plane to the height of the embankment. The results showed that the 3D safety factor values ranged from 0.461 to 1.512. A comparison between the safety factors obtained from the analysis and the Hovland method showed that the ratio varied between 0.256 and 1.618, indicating a considerable difference in safety factor values between the PLAXIS LE 3D results and the Hovland method. The required geotextile reinforcement ranged from 0 to 37 layers and increased with increasing ls/H values, embankment width, and embankment height. The results of the study show that the selection of the three-dimensional slope stability analysis method influences the safety factor and the need for geotextile reinforcement, so it needs to be considered in the geotechnical planning process.
Analisis Faktor Penyebab Kecelakaan Lalu Lintas pada Jalan Raya Legundi – Bypass Krian STA 0+000 – STA 5+100 Abdurrosid Salim; Nugroho Utomo; Achmad Dzulfiqar Alfiansyah
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.v9i2.1444

Abstract

Traffic accidents remain one of the major transportation problems that continue to increase along with population growth and the rising mobility of the community. This condition leads to a higher risk of traffic accidents, resulting in both material and non-material losses while endangering road users' safety. One of the road sections with a relatively high accident rate is the Legundi–Bypass Krian Road in Sidoarjo Regency, where 23 traffic accident cases were recorded by the Traffic Accident Unit of the Sidoarjo Regional Police in 2024. This study aims to analyze the factors causing traffic accidents, identify accident-prone locations, and evaluate the condition of road safety facilities along the Legundi–Bypass Krian Road. The methods employed include the Accident Equivalent Number (AEN) and the Upper Control Limit (UCL) to identify accident-prone areas (black spots), Importance Performance Analysis (IPA) to analyze accident-causing factors based on road users' perceptions, and a scoring method to assess the feasibility of road safety facilities. The results indicate that human factors are the dominant cause of traffic accidents, several road segments are identified as accident-prone locations based on AEN values exceeding the UCL, and a number of road safety facilities are still in suboptimal condition. Therefore, improving road safety facilities and implementing appropriate treatments at accident-prone locations are recommended to enhance traffic safety.
Pengaruh Pemanfaatan Semen Grouting StrongGrout G70 Sebagai Filler terhadap Karakteristik dan Durabilitas Campuran AC-WC Rezki Muhammad Suharto Hartawan Nurdin; Hanafi Ashad; Andi Alifuddin
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.v9i2.1326

Abstract

Transportation plays an important role in supporting mobility which is highly dependent on the quality of road pavement. Premature damage to the asphalt surface layer often occurs due to increased traffic volume, excessive loads, and low water resistance. This study aims to analyze the effect of using StrongGrout G70 grouting cement as a filler on the Marshall characteristics and durability of the Asphalt Concrete–Wearing Course (AC-WC) mixture, as well as determining the optimum filler content. The research method uses an experimental approach with variations in StrongGrout G70 content of 0%, 0.5%, 1%, 1.5%, and 2% of the total aggregate weight. The mixture characteristics were tested using the Marshall method, while durability was evaluated through the Residual Strength Index (RSI), First Durability Index (FDI), and Second Durability Index (IDK), according to the 2025 General Bina Marga Specifications. The test results showed that stability increased from 1351.94 kg (0%) to 1615.55 kg (2%), flow decreased from 3.10 mm to 2.50 mm, VIM decreased from 4.28% to 3.21%, VFA increased from 73.84% to 79.10%, VMA decreased from 16.20% to 15.26%, and Marshall Quotient increased from 439.26 kg/mm to 648.64 kg/mm. In durability, the IKS variation of 2% reached 96.70% (24 hours), 94.35% (36 hours), 91.54% (48 hours), 88.94% (60 hours), and 83.54% (72 hours), higher than 0% which was only 76.95% at 72 hours. The IDP value of 2% ranged from 0.14%–0.23% and the IDK Sa decreased from 98.92% to 92.43% with a strength loss of 1.08%–7.57%. The results showed that the use of StrongGrout G70 at 2% provided the best performance on the stability and durability of the AC-WC mixture.

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