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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 570 Documents
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Pengaruh Beban Berlebih (Overload) terhadap Pengurangan Umur Rencana Perkerasan Jalan pada Ruas Jalan Simpang Teritep-Muntok Aldi Saputra; Amiwarti Amiwarti; Syahril Alzahri
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.v9i2.1479

Abstract

Road infrastructure plays a vital role in supporting public mobility and economic activities. The Simpang Teritep–Muntok road section is a strategic route in West Bangka Regency that is heavily traversed by heavy vehicles, making it prone to accelerated damage due to overloading. This study aims to analyze the effect of overloading on the reduction of the pavement design life on that specific road section. The method used is a quantitative approach with calculations based on the 2024 Pavement Design Manual (Manual Desain Perkerasan/MDP 2024) utilizing Average Daily Traffic (ADT/LHR), Vehicle Damage Factor (VDF), Equivalent Single Axle Load (ESAL), and Cumulative ESAL (CESA) data. ADT is the average traffic volume passing through a specific point or cross-section of a road within a single day (24 hours). VDF is a coefficient that indicates the level of damage caused by a single or multiple axle load passes to the pavement structure, relative to the standard axle load. ESAL is a unit used to convert various types of different vehicle axle loads. Primary data were obtained through field surveys, while secondary data were sourced from the Public Works Department of Bina Marga, West Bangka. The results indicate that overloaded vehicles contribute to a significant increase in the VDF value, thereby increasing the cumulative ESAL value and accelerating structural pavement damage. This condition causes the road design life to decrease from its intended service life. In conclusion, overloading has a direct impact on the reduction of pavement life, highlighting the need for vehicle load monitoring and more optimal road maintenance planning.
Analisis Kebutuhan Parkir Kendaraan Roda Dua dan Roda Empat di Badan Jalan Jendral Sudirman Kota Palembang Rendy Winata; Syahril Alzahri; Reffanda Kurniawan
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.v9i2.1053

Abstract

The Road Jendral Sudirman area in Palembang City is one of the main areas that is the center of economic, social, and transportation activities. Along this road there are many shopping centers, office buildings, public facilities, and various other business places. The high density of activity causes a high volume of vehicles passing through and stopping to park on the roadside. This causes serious problems such as traffic congestion and disruption of vehicle flow. This study aims to analyze the need for parking spaces that can accommodate vehicles parked on Jalan Jendral Sudirman so that there are no more vehicles parked illegally on the roadside. The methods used include field surveys, parking needs analysis, Parking Accumulation, Parking Volume, and Parking Space Needs. The results obtained, for the need for parking space with a land area of 8,400 m2 as many as 540 parking spaces for cars and 1,440 parking spaces for motorcycles with a volume of 537 cars and a volume of 713 motorcycles. This shows that parking facilities are an effective solution to reduce illegal parking and improve traffic flow in the area
Kuat Lentur Panel Dinding Non-Struktural Berbasis Limbah Karet Ban Bekas Multilawati Nasution; Ahmad Syapawi; Sheragizca Yolanda Situmeang; Safitri Suci Pratiwi; Rizky Maulana; Ajeng Khoirunnisa
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.v9i2.1550

Abstract

Waste from used tires is an ever-increasing problem. As the volume of this waste grows, there is a need for sustainable construction material innovations that optimize the use of recycled waste while maintaining mechanical performance. However, incorporating used tire rubber into materials typically reduces flexural strength, thereby limiting its application in wall panels. This study aims to determine the flexural strength of wall panels made from used tire rubber and to assess performance improvements achieved by adding Glass Fiber Reinforced Concrete (GRC). Test specimens consisted of mixtures containing used tire rubber, both with and without GRC. The wall panels underwent a laboratory curing process prior to flexural strength testing. Additionally, failure patterns and crack propagation were observed to identify the failure mechanisms associated with each specimen variation. The results indicate that the addition of GRC increased the average flexural stress at maximum load (flexural strength) from 1.61 MPa to 2.57 MPa. All GRC-reinforced panels exhibited relatively uniform crack patterns, characterized by dominant vertical cracks developing near the mid-span. This indicates that the failure mechanism was dominated by flexural stress. The presence of GRC also retarded crack propagation through a crack-bridging mechanism, thereby enhancing fracture resistance and the panel's load-bearing capacity.
Analisis Durabilitas Beton dengan Campuran Limbah Kaca terhadap Serangan Sulfat Siti Mustika Sari; Hariyadi Hariyadi; Maya Saridewi Pascanawaty; Adryan Fitrayudha
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.v9i2.1485

Abstract

The continuously increasing use of natural aggregates in concrete production drives the utilization of more environmentally friendly alternative materials, such as waste glass as a partial replacement for fine aggregates. This study aims to analyze the effect of using waste glass on concrete slump and compressive strength, and to compare concrete performance under normal water immersion and sulfuric acid solution immersion. An experimental approach was employed using waste glass variations of 0%, 10%, 20%, and 30% by weight of fine aggregates. Cylindrical specimens (10 cm in diameter and 20 cm in height) were immersed for 21 days in either normal water or a sulfuric acid solution (pH 4), followed by slump and compressive strength testing. The results showed slump values of 6 cm, 5 cm, 7.5 cm, and 7 cm for normal concrete and the 10%, 20%, and 30% waste glass variations, respectively. The highest compressive strength was achieved with the 10% waste glass variation: 27.76 MPa for normal water immersion and 24.27 MPa for sulfuric acid solution immersion. These values represent increases of 62.6% and 29.9%, respectively, compared to normal concrete. Compressive strength tended to decrease with 20% and 30% waste glass content, although the values remained higher than those of normal concrete. Thus, the 10% waste glass variation is the optimum choice for partially replacing fine aggregates, as it yielded the highest compressive strength under both immersion conditions.
Analisis Substitusi Abu Ampas Tebu dan Garam terhadap Karakteristik Mekanis pada Stabilitas Tanah Laterit Bella Auliananingsih; Dila Ariyanti; Wattini Wattini; Innino Justitiannisa
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.v9i2.1428

Abstract

Soil stabilization is a technique commonly applied in construction projects to improve soil strength so that it can adequately support structural loads. In this study, lateritic soil was stabilized using additives in the form of sugarcane bagasse ash (SBA) and coarse salt. A quantitative research approach was employed through a series of laboratory tests. The mixture composition consisted of 3% SBA, while the coarse salt content was varied at 4%, 8%, 12%, 16%, and 20%. The California Bearing Ratio (CBR) test results for the natural soil showed values of 15.00% at 2.5 mm penetration and 19.11% at 5.0 mm penetration with 56 blows. After the addition of SBA and salt, the CBR values exhibited fluctuations. The highest CBR values were obtained from the mixture containing 3% SBA and 8% coarse salt with 56 blows, reaching 26.00% at 2.5 mm penetration and 30.22% at 5.0 mm penetration, indicating a significant improvement in soil bearing capacity. In contrast, the lowest CBR values were observed in the mixture of 3% SBA and 12% coarse salt with 25 blows, yielding only 2.40% at 2.5 mm penetration and 2.78% at 5.0 mm penetration, which indicates a substantial reduction in soil strength. The unconfined compressive strength (UCS) test results showed that the natural soil possessed the highest strength, with a maximum value of 5.88 kg/cm². After stabilization, the UCS values generally decreased, although the mixture with 8% salt still produced values close to those of the natural soil. However, increasing the salt content beyond 12% resulted in a significant decline in soil strength.
Kinerja Jaringan Irigasi Sadan Menggunakan Metode IKSI Wawan Kurniawan; Afrikhatul Maulidiyah
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.v9i2.1027

Abstract

Irrigation networks are vital infrastructure in supporting agricultural productivity and food security. One of the strategic networks in Pasuruan Regency is the Sadan Irrigation Network, which serves an agricultural area of 322 km² with the support of a main weir, primary, secondary, and tertiary canals, as well as complementary structures. Over time, the network’s performance has declined due to channel damage, sedimentation, aquatic weed growth, and the lack of maintenance and farmer participation. These conditions have resulted in uneven water distribution and reduced irrigation efficiency. This study aims to evaluate the performance of the Sadan Irrigation Network using the Irrigation System Performance Index (ISPI/IKSI) method. Primary data were collected through field observations, technical measurements, and interviews with farmers and irrigation managers, while secondary data were obtained from related agencies. The analysis was carried out using a quantitative-descriptive approach based on the guidelines of the Directorate General of Water Resources, assessing aspects of physical infrastructure, water distribution, operation and maintenance, institutional arrangements, and farmer participation. The results show that the total ISPI value of the Sadan Irrigation Network is in the range of 65–70, classified as moderate. Physical infrastructure and conveyance canals are the lowest-performing components due to structural damage and sedimentation, while complementary structures are relatively good. Water distribution remains suboptimal due to illegal tapping and canal leakage, while operation and maintenance activities are incidental rather than routine. Farmer participation through Water User Associations (P3A) is still limited to communal work and not yet well-organized. In conclusion, the Sadan Irrigation System is still functioning but not optimally effective or efficient. Infrastructure improvements, routine maintenance, and strengthened institutions with greater farmer participation are essential. This study confirms that the ISPI method is relevant as an integrative evaluation tool to support sustainable irrigation management.
Analisis Kadar Efektif Limbah Serbuk UPVC terhadap Sifat Mekanis Paving Block Lalu Lunk Ryanata; Nurul Hidayati; Aulia Muttaqin; Anwar Efendy
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.v9i2.1457

Abstract

The increasing amount of Unplasticized Polyvinyl Chloride (UPVC) waste generated from the construction sector has become an environmental concern, highlighting the need for its reutilization as a value-added construction material. This study aimed to analyze the effect of UPVC powder waste content on the mechanical properties of paving blocks and to determine the effective dosage that provides optimum performance. The research was conducted experimentally at the Civil Engineering Laboratory of Universitas Muhammadiyah Mataram using UPVC powder waste as a partial replacement for fine aggregate at proportions of 0%, 0.25%, 0.50%, 0.75%, and 1.00%, both without and with the addition of 2% accelerator. The specimens consisted of paving blocks measuring 20 cm × 10 cm × 8 cm and were tested at the age of 14 days to evaluate compressive strength and water absorption. The results indicated that increasing the UPVC content tended to reduce compressive strength and increase water absorption. In mixtures without accelerator, the average compressive strength decreased from 19.58 MPa to 14.85 MPa, while water absorption increased from 3.13% to 3.34%. The addition of 2% accelerator improved the performance of the paving blocks, as indicated by a compressive strength of 24.53 MPa and water absorption of 2.18% at the 0.25% UPVC variation. Based on the evaluation of the requirements specified in SNI 03-0691-1996, the recommended effective content of UPVC powder waste was 0.25% of the fine aggregate weight with the addition of 2% accelerator, as it provided the best balance between waste utilization and the mechanical performance of paving blocks. The findings demonstrate that UPVC waste has the potential to be utilized as an alternative material that supports sustainable construction and the circular economy.
Karakteristik Paving Block Akibat Penambahan Serat Microfiber terhadap Kuat Tekan Teddy Irawan; Rita Anggrainy; Agus Setiobudi
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.v9i2.1537

Abstract

Paving block is a cement-based material produced through the compaction of a mixture of constituent materials, with or without the addition of additives. Paving block has a brittle characteristic, making it stronger in resisting compressive loads compared to tensile or flexural loads, which causes it to be susceptible to cracking. The addition of microfiber fibers can improve the mechanical properties and durability of Paving Block by reducing plastic shrinkage cracks through a micro-binding mechanism. This research employed an experimental method conducted at the Concrete Laboratory, Faculty of Engineering, University of Palembang, for four months. The specimens were cube-shaped with dimensions of 5 cm × 5 cm × 5 cm, consisting of three specimens for each variation of microfiber fiber content. The results of the Paving Block compressive strength test show variations in the compressive strength values of each specimen. The PBM-0 specimen achieved a compressive strength of 103 kg/cm², while the PBM-1 specimen increased to 107 kg/cm². Furthermore, the PBM-2 specimen reached a compressive strength value of 111 kg/cm², followed by PBM-3 with the highest value of 114 kg/cm². However, the PBM-4 specimen showed a slight decrease in compressive strength to 110 kg/cm², and a further decrease occurred in PBM-5 with a compressive strength value of 97 kg/cm². Based on these results, it can be concluded that variations in the mixture composition of the specimens affect the compressive strength of Paving block.
Sifat Mekanik Kuat Tekan Beton Menggunakan Limbah Beton Sebagai Subtitusi Agregat Kasar Tantoni Tantoni; Khodijah Al Qubro; Marguan Fauzi
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.v9i2.1181

Abstract

Concrete waste from construction activities is often simply discarded without being reused, even though this material still has the potential to replace coarse aggregate in concrete. Efforts to utilize this waste are in line with the concept of sustainable construction that emphasizes the principles of reducing, recycling, and reusing. In this study, concrete waste was utilized as a substitute for coarse aggregate with variations of 25%, 50%, and 75%, and an additive in the form of silica fume was added at 5%. Compressive strength tests were conducted at the ages of 7, 14, and 28 days to meet the development of concrete strength, while slump tests were used to assess workability. The test results showed that the mixture with 50% substitution produced the most optimal compressive strength, namely 25.34 MPa at the age of 28 days. Conversely, at 75% substitution, there was a significant decrease in strength. In addition, the slump value did not decrease linearly with the content of concrete waste—it approached the normal concrete value at 50% substitution before dropping sharply at 75%, indicating reduced workability at higher substitution levels. These findings confirm that the use of concrete waste as coarse aggregate can be an environmentally friendly alternative in industrial construction, with all its compositions being precisely regulated to meet technical standards. Further studies are still needed to explore the use of other additional materials to improve the quality of recycled concrete.
Transformasi Simpang Tak Bersinyal Menjadi Simpang Bersinyal Untuk Optimalisasi Kinerja Lalu Lintas pada Simpang UMMAT Nurul Jumiati; Anwar Efendy; Swahip Swahip; Adryan Fitrayudha
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.v9i2.1513

Abstract

The continuous increase in population and the number of vehicles in Mataram City, along with the growing traffic volume, has become one of the major transportation issues experienced in many regions of Indonesia. One such case occurs at the UMMAT four-legged intersection in Mataram City. This intersection experiences high traffic activity due to its location within an area dominated by educational institutions, commercial activities, and government offices, resulting in the potential for traffic delays, vehicle queues, and traffic conflicts. This study aims to evaluate the changes in intersection into a signalized intersection based on the Indonesian road capacity guidelines (PKJI) 2023. The study employed a quantitative method through geometric and traffic volume surveys, followed by an analysis of intersection performance parameters, including capacity, degree of saturation, delay, and queue length. The analysis results indicate that, under the existing unsignalized condition, the intersection capacity was 3,524 pcu/h, with a degree of saturation of 0.83 and an average delay of 13.96 s/pcu. After the implementation of the traffic signal (APILL) with an optimal cycle time of 66 second, the degree of saturation at each approach decreased to 0.67. These findings indicate that the implementation of Traffic Signal Device (APILL) was able to reduce the degree of saturation, although vehicle delay increased due to signal phase-based traffic control. Therefore, the implementation of Traffic Signal Device (APILL) effectively reduced traffic saturation at the intersection.

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