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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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Evaluasi Kapasitas Penampang Drainase Jalan Johar – Lamaran Karawang Afrizal Restu Althaf Danendra; Muhammad Luthfi Hakim; Shandy Parmoediya; Herryandi Gusman Satrio; Chairunnisa Chairunnisa
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.v9i2.1289

Abstract

The rapid expansion of residential, commercial, and industrial areas along the Johar – Lamaran road segment in Karawang Regency has increased impervious surface coverage and surface runoff, resulting in recurring flooding despite the presence of existing drainage channels. This study aims to evaluate the capacity of the existing drainage channels against the 50-year return period design flood discharge and to formulate an appropriate channel redesign. The design flood discharge was calculated using the Rational Method with rainfall intensity derived from the Generalized Extreme Value (GEV) distribution, while channel capacity was analyzed using the Manning formula. Evaluation of nine channel segments showed that the design discharge (0.518–6.579 m³/s) exceeded the existing capacity (maximum 1.87 m³/s) in all segments, indicating that none of the existing channels can accommodate the design flood. Channel redesign using an economic dimensioning approach produced dimensions sufficient to meet the required capacity, whereas the conditional dimensioning approach resulted in unrealistic channel depths for several segments given actual site conditions. All segments were identified as operating under subcritical flow conditions. This study recommends a comprehensive channel redesign incorporating technical modifications such as tiered or closed channels, along with further study using numerical models such as SWMM or HEC-HMS for broader-scale application.
Keterlambatan Pembongkaran dan Pemasangan Lift Baru Menggunakan Metode House Of Risk (HOR) Khairu Imanda Pratama; Pio Ranaptua Naibaho
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.v9i2.1001

Abstract

Delays in construction projects, particularly in dismantling and installing elevators, can significantly impact project time, cost, and quality. This study aims to analyze the factors causing delays in the project of dismantling the old elevator and installing a new one at a building owned by PT. X. The House of Risk (HOR) method is used to identify and prioritize risk agents and to develop effective mitigation strategies. Data were collected through interviews and focus group discussions (FGD) with project stakeholders, including the owner, contractor, building manager, and supervisory consultant. The HOR Phase 1 (HOR1) analysis identified 15 delay agents and determined three with the highest Aggregate Delay Potential (ADP): delayed project commencement, imported materials, and delay in dismantling the old elevator. HOR Phase 2 (HOR2) was then used to formulate the most effective mitigation actions based on the ratio of effectiveness to implementation difficulty. The results show that the three main recommended mitigation strategies are: rescheduling project activities, accelerating material procurement, and involving a supervisory consultant from the beginning of the project. Implementing these strategies is expected to significantly reduce the risk of delays and enhance the efficiency of future project execution.
Analisis Kondisi Perkerasan Jalan pada Kawasan Rawan Banjir Rob di Kecamatan Sayung Menggunakan Metode PCI dan SIG Alif Lombardoaji Sidiq; Alisya Fadila Maharani; Rio Abi Pratama
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.v9i2.1462

Abstract

The road infrastructure in Sayung District, Demak Regency, has experienced various forms of pavement deterioration in areas prone to tidal flooding, subject to heavy traffic loads, affected by insufficient drainage, and experiencing land subsidence. These factors affect road condition, road safety, and regional economic development, so the assessment of road condition is essential for road condition management and maintenance planning. This study was intended to identify road pavement distress, evaluate pavement condition using the PCI method, and to map the spatial distribution of road damage using a Geographic Information System (GIS) map with ArcGIS 10.8. Using a descriptive quantitative approach, primary data were collected through field surveys, GPS-based coordinate acquisition, and field documentation with secondary data from DEMNAS, road network, and administrative boundary maps. The results indicated nine road damage locations in the arterial and local roads, including alligator cracking, longitudinal cracking, edge cracking, potholes, depressions, raveling, etc. The PCI analysis of the nine observation units has an average value of 69.89, classified as good, representing the average condition of the surveyed road units rather than the entire road network in Sayung District; however, a few road segments require regular maintenance, overlay, or reconstruction. The GIS-based road damage map can show the magnitude of pavement deterioration and can be used to prioritize road maintenance and make decisions for the Government of Demak Regency.
Sidewalks As Contested Space: Spatial Analysis of Walkability and Street Vendor Occupation Patterns in The Central Business District of Medan City Mufti Ali Nasution; Rahil Hasbi; Qurratul Aini
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.v9i2.1461

Abstract

Sidewalks in the city centers of developing countries frequently become arenas of spatial contestation between walkability principles and informal street vendor (pedagang kaki lima/PKL) activities. However, academic studies that address this phenomenon through a spatial typology lens within the discipline of architecture and urban design remain limited, particularly in Medan City. This study aims to examine the spatial typology of sidewalks in central Medan, analyze the spatial occupation patterns of street vendors as a phenomenon of space production, and formulate inclusive design principles based on a synthesis of precedents from other cities. The research employs a descriptive-evaluative qualitative approach through precedent analysis and literature review, drawing on secondary data comprising Medan City’s zoning regulation (Regional Regulation No. 5/2022), technical standards from Ministerial Regulation PUPR No. 03/PRT/M/2014, and international and national journal articles published between 2021 and 2026. The analysis applies walkability frameworks (Speck; Gehl; Whyte) and Lefebvre’s production of space theory, reinforced by contemporary studies on counter-space. Findings reveal that the spatial typology of sidewalks in Medan is spectral in nature, encompassing both frontage-based occupation and main-circulation-path occupation, each requiring distinct design strategies. A synthesis of precedents from Hanoi, Bandung, Yogyakarta, and Palopo yields four spatial solution typologies – targeted relocation, micro-spatial demarcation, flexible time-based zoning, and partial shared space – which can be differentially adapted according to the spatial character of each corridor segment. This study contributes to the discipline of architecture and urban design by offering a conceptual framework previously absent from the existing literature on street vendors in Medan City, while recommending that spatial zoning policies be integrated with inclusive design principles that account for vendors’ spatial-economic attachment and universal accessibility for persons with disabilities.
Analisis Daya Dukung Tanah Dasar pada Ruas Jalan Sarirejo–Jatirembe Bobby Damara; Muhammad Rofiqy Ramdhani
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.v9i2.1445

Abstract

Roads are an essential land transportation infrastructure that supports social and economic activities within the community. The condition of the subgrade is one of the primary factors influencing pavement strength and service life, particularly in areas with high moisture content such as agricultural regions. The Sarirejo–Jatirembe Road in Lamongan Regency has experienced various forms of pavement distress, including cracking, settlement, and surface undulations, which are suspected to be associated with low soil bearing capacity This study aims to evaluate the bearing capacity of the subgrade along the Sarirejo–Jatirembe Road based on DCP testing, laboratory CBR testing, standard compaction testing, and Atterberg limits using a quantitative descriptive approach. Data were collected through Dynamic Cone Penetrometer (DCP) testing to determine field California Bearing Ratio (CBR) values, as well as laboratory tests including CBR, standard compaction, and Atterberg limits. The results indicate that the average field CBR value was 6.23%, with most values ranging from 2.29% to 5.74% and a maximum value of 18.67%, suggesting low to moderate soil bearing capacity. Laboratory CBR values were 2.07% at 10 blows, 2.33% at 25 blows, and 7.92% at 56 blows. Compaction test results showed an optimum moisture content of 18.61% and a maximum dry density of 1.579 g/cm³, while the Atterberg limits were 36.67% liquid limit (LL), 28,36% plastic limit (PL), and 8,30% plasticity index (PI). Based on these findings, the subgrade soil at the study location is classified as having low to moderate bearing capacity, contributing to pavement deterioration and requiring improvement measures to enhance pavement performance.
Development of a Flexible Pavement Overlay Thickness Prediction Model Based on Benkelman Beam Deflection and Equivalent Standard Axle on the Malang Section of the Provincial Road Nur Sahid Kusriyanto; Oktavia Kurnianingsih
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.v9i2.1548

Abstract

This study aims to develop a regression-based approximation model for flexible pavement overlay thickness on the Malang provincial road section using Benkelman Beam deflection values and cumulative Equivalent Standard Axle (ESA), with a uniform 15-year design life applied only as the traffic-load projection period. This research utilized a quantitative approach with a correlational and predictive design, applying purposive sampling to historical data from the Department of Public Works and Highways across sixteen road segments. Data were analyzed using the standard Benkelman Beam deflection-based overlay design procedure (Pd T-05-2005-B) to determine the required overlay thickness for each segment, followed by Multiple Linear Regression to quantify the empirical relationship between deflection, cumulative ESA, and overlay thickness. The results show that representative deflection is the dominant and statistically significant predictor of overlay thickness (R² = 0.983; p < 0.001), while cumulative ESA contributes in the hypothesized positive direction. Required overlay thickness across the sixteen analyzed segments ranged from 3.21 cm (Jl. Ir. Soekarno) to 4.54 cm (Wonomulyo-Gubuk Klakah and Jl. Raya Tulungrejo Segmen I); for example, the KM.113+700 - KM.115+405 segment required a 3.87 cm overlay due to a representative deflection of 248.52 mm and cumulative traffic load exceeding 147 million ESA. The regression equation consistently approximated the overlay thickness values obtained from the standard deflection-based calculation across the sixteen analyzed segments. The resulting model should therefore be interpreted as a simplified estimation tool rather than an independently validated predictive model.
Penerapan Value Engineering untuk Efisiensi Biaya Pekerjaan Pelat melalui Alternatif Penurunan Dimensi Maula Zalfa Setya Awwalin; Siti Nurasiyah; Naufal Ariq Pratama
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.v9i2.1481

Abstract

Slab work is one of the structural elements of a building that accounts for a significant portion of the total cost, making it a prime candidate for optimization through the application of Value Engineering (VE). This study aims to analyze the application of VE to slab work by exploring alternatives for reducing dimensions to achieve cost efficiency, based on a comparison between the existing conditions and the analyzed alternatives. The study employs a quantitative method using a case study approach that applies the VE phases, including the information phase, functional analysis phase, creative phase, evaluation phase, development phase, and recommendation phase. Research data were obtained from project planning documents, including structural drawings, technical specifications, scope of work, Unit Price Analysis (UPA), and Cost Estimate (CE). The results show that the alternative involving a reduction in dimensions yields a total cost of Rp2.212.119.120,44, which is lower than the existing condition’s cost of Rp2,294,232,385.36, resulting in a cost efficiency of 3,58% with a Value Index of 1.037. These results indicate that the application of VE through the dimensional reduction alternative is capable of increasing the value of the slab work by reducing costs and improving the Value Index.
Manajemen Konstruksi di Kawasan Kritis: Studi Kasus Proyek Pembangunan Gedung Kedokteran Nuklir Regita Cahyani; Berliana Somya Aurellia; Satriyo Utomo; Wattini Wattini
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.v9i2.1419

Abstract

The construction of the Nuclear Medicine Building at Dr. Soedarso Regional General Hospital, Pontianak, involves a complex special structural system, yet experienced delays and several changes during implementation, risking cost and schedule overruns. This study aims to evaluate and analyze construction management in the project across five key aspects—cost, time, human resources, materials, and risk—by comparing initial planning with actual field conditions. A descriptive quantitative method was applied, using primary data from field observations and market price surveys, along with secondary data including the Budget Plan (RAB), Unit Price Analysis (AHSP), shop drawings, Terms of Reference (RKS), and Construction Safety Plan (RKK), analyzed through the Implementation Budget Plan (RAP), bar-chart scheduling, and the HIRARC method. Results show that the RAP, at IDR 8,756,988,074.05, was more cost-efficient than the RAB of IDR 12,215,041,500.12, yielding savings of IDR 3,458,053,426.07, equivalent to a 28% efficiency gain. The project was scheduled over 90 working days (15 weeks), with peak workload in week 12 and the highest labor demand of 980 workers in week 10, while structural work was identified as posing the highest safety risk. Based on these findings, it is recommended that cost control be based on actual market surveys, that scheduling anticipate peak workload periods, that labor allocation remain flexible during critical weeks, and that occupational safety supervision be strengthened particularly for structural work to ensure overall project efficiency and safety
Analisis Kerusakan Jalan pada Ruas Jalan Raya Sugio Kedungpring dengan Metode Bina Marga Nurfayza Dwi Chaerani; Ahmad Ridwan; Bobby Damara
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.v9i2.1084

Abstract

Road maintenance is an important aspect in maintaining road service function, user comfort, and traffic safety. Road damage that is not evaluated promptly can reduce the performance of road segments and disrupt community activities. This study aims to assess the level of damage on the Sugio–Kedungpring Road segment as a basis for determining an appropriate road maintenance program. The method used in this study is the 1990 Bina Marga method, with data obtained from visual road damage surveys and daily traffic volume surveys. The road segment studied has a length of 1,000 meters and was divided into 10 observation segments, each measuring 100 meters. The results show that the Average Daily Traffic (ADT) value on the Sugio–Kedungpring Road segment is 337.20 passenger car units/day, which classifies the road as class 3. Based on the damage assessment recapitulation, the total damage score was 22, resulting in a road condition score of 8. The priority order calculation produced a score of 6, indicating that this road segment falls into the periodic maintenance program category. Therefore, planned maintenance is required to prevent further deterioration and maintain the road service function.
Evaluasi Perkerasan Lentur Menggunakan Metode Bina Marga 2024 di Ruas Jalan Swadaya Kekalik, Mataram Dinda Ayu Lestari; Anwar Efendy; Adryan Fitrayuda; Titik Wahyuningsih
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.v9i2.1371

Abstract

Roads are essential transportation infrastructure that support mobility as well as economic and social activities. The increase in traffic volume, particularly heavy vehicles, can lead to a decline in pavement performance. This study aims to evaluate the condition of flexible pavement on Swadaya Street, Kekalik, Mataram City, using the 2024 Bina Marga Pavement Design Manual. The method used is a descriptive quantitative approach, utilizing Average Daily Traffic (ADT) data as primary data and secondary data obtained from the Public Works Office of Mataram City, including a California Bearing Ratio (CBR) value of 6% and existing pavement structure data from CV Meridian Pasific. The analysis results indicate that the Cumulative Equivalent Single Axle Load (CESAL) for normal load is CESAL4 of 99986 and CESAL5 of 78478, while for actual load it is CESAL4 of 175519 and CESAL5 of 191778. Based on these results, the required pavement thickness consists of a surface layer (AC-WC) of 5 cm, an aggregate base course (Class A) of 22 cm, and an aggregate subbase course (Class B) of 15 cm. The evaluation shows that the existing pavement structure does not meet the requirements of the 2024 Bina Marga standard, particularly in the base layer thickness and the absence of a subbase layer, which may reduce pavement performance. Therefore, adjustments to the pavement structure are necessary to accommodate the design traffic load and improve the service life of the road.

Page 56 of 57 | Total Record : 570

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