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Syapril Janizar
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Jurnal Teknik Sipil Cendekia (JTSC)
Published by Universitas Winaya Mukti
ISSN : 27236552     EISSN : 27233375     DOI : https://doi.org/10.51988/vol1no1bulanjulitahun2020
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
JTSC: Jurnal Teknik Sipil Cendekia is published by Civil Engineering Study Program, Faculty of Engineering, Planning and Architecture, University Winaya Mukti. This peer-reviewed journal is designated to publish articles that report the results of research in civil engineering science. JTSC: Jurnal Teknik Sipil Cendekia invites particularly manuscripts or research-based articles in the diverse topics include functional areas of Transportation Engineering, Structure, Design road and Bridge, Geotechnic, Management Project, Contruction Management, Hydrology and Water Resources, Information Civil Technology (ICT), Entrepreneurship Civil Engineering and Engineering Economics. The manuscripts or research-based articles that will be accepted are qualitative, quantitative research and mixed method written either in Bahasa or English. We are the editorial team, welcoming the papers submissions from various audiences or professions such as researchers, academicians, students, practitioners, regulators and others who interested in Civil Engineering studies.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 19 Documents
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Search results for , issue "Vol 6 No 2 (2025): July" : 19 Documents clear
Sebuah Jurnal ANALISIS KINERJA LALULINTAS AKIBAT ADANYA KEGIATAN PUSAT PERBELANJAAN (Studi Kasus Jalan Ahmad Yani, Jalan Ketintang dan Persimpangan Jalan Ahmad Yani-Jalan Ketintang Surabaya) Rahan Ardiansyah, Mohamad; Teki Tjendani, Hanie
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 2 (2025): July
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i2.321

Abstract

The growth of commercial areas in urban areas, especially shopping centers, has contributed significantly to the increase in traffic volume. This study aims to analyze the influence of Royal Plaza visitor activities on traffic volume and degree of saturation on the Jalan Ahmad Yani network, Jalan Ketintang, and the Ahmad Yani-Ketintang intersection in Surabaya City. The method used refers to the Indonesian Road Capacity Guidelines (PKJI) 2023, with primary data collection through a traffic volume survey for four days in three time periods (day, evening, night), then analyzed to obtain capacity values, actual volume, and degree of saturation (DS) on each road segment. The results of the analysis show that the highest traffic volume was recorded at 5444.70 SMP/hour on Jalan Ahmad Yani, with a road capacity of 5115.64 SMP/hour, resulting in a degree of saturation (DS) value of 1.06. This value indicates that the level of road service is in category F, which reflects very saturated traffic conditions and congestion. Meanwhile, the Ahmad Yani–Ketintang intersection shows DS ranging from 0.85 to 1.19, depending on peak times. This finding confirms that the presence of Royal Plaza places a significant traffic burden on the surrounding road network, and a traffic management strategy is needed to mitigate the impact and improve road service performance.
IMPLEMENTASI BIM (BUILDING INFORMATION MODELING) TERHADAP PENINGKATAN EFISIENSI DAN AKURASI PADA PERHITUNGAN ESTIMASI BIAYA PROYEK PEMBANGUNAN JALAN JALUR LINTAS SELATAN (JLS) LOT 3 PANTAI SERANG – SUMBERSIH Maura Muzdhalifa, Rencany; Pahang Putra, I Nyoman Dita; Widowati, Elok Dewi
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 2 (2025): July
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i2.323

Abstract

The development of technology has significantly influenced the construction industry, introducing innovations that enhance project execution efficiency and accuracy. One of the notable advancements is Building Information Modeling (BIM) is a digital representation of a building that fully illustrates its form, size, and functional aspectsThis study aims to implement Building Information Modeling (BIM) for Quantity Take Off (QTO) using Autodesk Revit 2025 and compare its results with conventional methods in terms of volume and cost estimation accuracy. The research object is the South Cross Road Construction Project (JLS) Lot 3 from Pantai Serang to Sumbersih. This comparative quantitative study utilizes Detail Engineering Design (DED) documents and 3D modeling with Autodesk Revit 2025. The findings show that BIM-based QTO produces more accurate and efficient cost estimations, especially in complex calculations such as cut and fill operations. The BIM method resulted in a total project cost that was 13.73% higher than the conventional method, primarily due to more precise terrain modeling. This research is expected to be a reference for improving the accuracy of infrastructure project cost estimation.
ANALYSIS OF THE QUALITY COMPONENTS OF RIGID ROAD PAVEMENTS IN RELATION TO VEHICLE VOLUME USING THE PD T-14-2003 METHOD AND THE SNI 8457 2017 METHOD Revaldi, M. Alvin; Prabowo, Yudi Setio
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 2 (2025): July
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i2.338

Abstract

Highways are vital infrastructure in supporting land transportation systems, community mobility, and logistics distribution. To ensure safety, comfort, and structural durability, highway pavement design must be based on appropriate technical standards. This study aims to analyze the quality components of rigid highway pavement based on vehicle volume using two methods: Pd T-14-2003 and SNI 8457:2017, with a case study on the pavement project of the Cimanying–Jipu highway section. Primary data was obtained through field observations, while secondary data was obtained from relevant agencies, including traffic volume, vehicle types, and projections of average daily traffic growth. Based on a subgrade CBR value of 26%, both methods resulted in a concrete layer thickness of 20 cm, with concrete quality K-175 (Pd T-14-2003) and K-225 (SNI 8457:2017). Detailed calculations show differences in reinforcement specifications between the two methods. The analysis results indicate that SNI 8457:2017 specifies smaller dowel dimensions but with closer installation spacing, while Pd T-14-2003 requires larger reinforcement dimensions. This study helps provide recommendations for selecting a more economical and effective rigid pavement design method based on traffic conditions and site characteristics.
COST-BENEFIT ANALYSIS OF RIGID PAVEMENT ROAD CONSTRUCTION USING EXPONENTIAL, NPV, AND ERR METHODS (CASE STUDY: CIMANYING-JIPUT ROAD SECTION, PANDEGLANG, BANTEN) Ruchiyat, Ficka; Prabowo, Yudi Setio
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 2 (2025): July
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i2.342

Abstract

This study aims to analyze the economic feasibility of rigid pavement road construction through a comprehensive cost-benefit analysis using Net Present Value (NPV), Economic Rate of Return (ERR), and exponential methods, with a case study on the Cimanying-Jiput road section in Pandeglang, Banten.  This research employs a quantitative approach where data collection was conducted through field surveys to obtain primary data and documentation from relevant agencies to gather secondary data. The economic feasibility assessment uses NPV and ERR methods, where a project is considered economically feasible if it yields an NPV greater than zero and an ERR exceeding the Bank Indonesia discount rate of 4.60%. The calculation results show that the Net Present Value (NPV) is Rp. 5,687,857,786, and the Economic Rate of Return (ERR) is 15%. Both indicators demonstrate that the benefits generated exceed the costs incurred. Based on the cost-benefit analysis using NPV and ERR methods, the construction project for the Cimanying-Jiput road section is economically viable and recommended for implementation. The positive NPV and ERR values above the discount rate indicate that the project will generate substantial economic benefits for the community and transportation system in the region.
ANALISIS PENANGANAN PENGARUH KERUSAKAN JALAN NASIONAL AKIBAT MUATAN BERLEBIH DI PROVINSI LAMPUNG Tosulpa, M. Enriko; Putranto, Leksmono S; Sulistyorini, Rahayu
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 2 (2025): July
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i2.348

Abstract

Lampung Province, as the land gateway between Sumatra and Java, plays a vital role in Indonesia’s national road network. With 1,298 km of national roads managed by BPJN Lampung, the region supports high traffic from heavy vehicles. However, these roads face significant damage, primarily due to two factors: poor road management (including planning, execution, supervision, and maintenance) and the frequent passage of ODOL (Over Dimension Over Loading) vehicles. This study investigates the causes and key parameters of road damage in Lampung, aiming to identify the most dominant factors. Data were obtained from interviews, questionnaires, and road section records from relevant stakeholders and analyzed using the Analytic Hierarchy Process (AHP). The findings reveal that ODOL vehicles are the most significant cause of road damage, with a weight of 67%, while the International Roughness Index (IRI) emerged as the most critical parameter, holding a weight of 27%. These results underline the urgent need for tighter regulations on ODOL traffic and the prioritization of IRI as a core measure in assessing road quality. Enhancing monitoring and maintenance based on these insights is essential to improving road durability and ensuring sustainable transportation in Lampung Province.
MODEL PENANGANAN PENGARUH KERUSAKAN JALAN NASIONAL DI PROVINSI LAMPUNG (Studi kasus Jalan Soekarno Hatta Ruas Bakauheni – Tugu Radin Intan Provinsi Lampung) Tosulpa, M. Enriko; Putranto, Leksmono S; Sulistyorini, Rahayu
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 2 (2025): July
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i2.349

Abstract

The Lampung Province holds a strategic position as a connecting route between Sumatra and Java, serving as a land logistics gateway between the islands. The national roads in this province play a crucial role in supporting economic efficiency by reducing time and distribution costs. However, the poor condition of road infrastructure—triggered by low pavement quality and excessive loading hinders trade and transportation activities and worsens interregional integration. This study aims to identify and analyze the main parameters causing road damage and to establish priorities for handling national roads in Lampung Province. Data were obtained through interviews, questionnaires, and documentation from relevant stakeholders. The method used is the Analytic Hierarchy Process (AHP). The analysis results indicate six main parameters causing road damage: International Roughness Index (IRI), Pavement Condition Index (PCI), drainage effectiveness, Remaining Service Life (RSL), Average Daily Traffic (LHR), and Vehicle Damage Factor (VDF). Based on AHP weighting, IRI received the highest weight (27%) and is identified as the primary indicator of road damage. The top priority for road maintenance is the Bts Sukamaju – Km 10 Panjang Bandar Lampung section, which stretches for 5 kilometers.
Pengaruh Kebersihan Agregat terhadap Kuat Tekan Beton dan Implikasinya pada Konstruksi Struktural Sederhana Sukadarminto, Sukadarminto; Anisarida, An An; Janizar, Syapril
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 2 (2025): July
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i2.350

Abstract

Aggregate is the primary component of concrete, comprising 60–75% of its total volume; thus, its quality greatly influences the final performance of the concrete. Technical standards such as SNI 03-2834-2000 and ASTM C33/C33M recommend that aggregates be free from impurities such as silt and clay to ensure proper bonding and long-term durability. However, in small- to medium-scale construction, unwashed aggregates are still commonly used due to economic and logistical constraints. This study aims to evaluate the effect of aggregate cleanliness on compressive strength and explore its practical implications for low-rise residential buildings. The research was conducted through a laboratory experiment using two aggregate conditions (washed and unwashed), a mix ratio of 1:2:3, and compressive strength testing at 7, 14, and 28 days. The results indicate that concrete made with unwashed aggregates exhibited consistently higher compressive strength (by 0.9–1.1 MPa) compared to concrete with washed aggregates. This is likely due to a filler effect from fine particles that enhance the concrete’s density. However, high silt content may still compromise long-term durability. The findings suggest that locally sourced, unwashed aggregates could serve as an alternative for structural concrete in low-rise housing, provided proper quality control and technical validation are implemented.
KINERJA NONLINIER RANGKA BAJA TER–BREIS KONSENTRIK KHUSUS PADA RENTANG KETINGGIAN 48-80 METER Prabowo, Andy; Silvester Boenyamin, Michael; Wijaya, Hendy
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 2 (2025): July
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i2.352

Abstract

This study analyzes the nonlinear performance of Special Concentrically Braced Steel Frames (SCBF) in high-rise buildings exceeding the height limits stipulated in SNI 1726 (48 meters). Three case studies were selected, which are steel buildings with 48 (for benchmarking), 64, and 80-meter heights. Motivated by the urban demand for space efficiency and the crucial need for seismic resistance in steel structures, this study aims to evaluate the ductility and plastic hinge behavior of SCBF in multi-storey steel buildings. The primary objectives are to analyze SCBF structural performance, compare ductility parameters ) based on design and first yield results, and determine forces and deformations in braces during Design Basis Earthquake (DBE) and Maximum Considered Earthquake (MCE) events. The methodology involves nonlinear pushover analysis using MIDAS GEN 2024 software, including plastic hinge and fiber element modeling. The results indicate that SCBF performance in 48 and 64 m building heights experienced plastic hinge failure in the braces during MCE, yet met DBE limitations. Only the 20-story building satisfied MCE limits. Comparisons of  and  values show consistency with the design plan but are lower at first yield compared to SNI 1726.
PROTOTYPE DESAIN GEDUNG DAMKAR DALAM MENUNJANG KEGIATAN PROTEKSI KEBAKARAN DI JAKARTA Janizar , Syapril; Yudi Permana, Asep; Akbardin, Juang
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 6 No 2 (2025): July
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v6i2.353

Abstract

Penelitian ini mengusulkan rancangan prototipe gedung pemadam kebakaran (Damkar) tingkat kelurahan di Jakarta sebagai solusi terhadap tantangan operasional Damkar di wilayah urban dan sub-urban. Latar belakangnya adalah tingginya intensitas kebakaran, distribusi pos Damkar yang belum merata, serta belum adanya standar desain gedung Damkar skala kecil yang adaptif terhadap kebutuhan lokal. Penelitian ini menggunakan pendekatan deskriptif-analitis dan komparatif, dengan metode observasi lapangan, studi pustaka, wawancara, serta analisis spasial berbasis data sebaran kebakaran, aksesibilitas, dan karakteristik lingkungan.Rancangan mengadopsi teori Container Activity untuk efisiensi zonasi ruang dan meningkatkan waktu respons. Hasil rancangan mengintegrasikan tiga fungsi utama: (1) operasional – dengan hubungan langsung ruang siaga, garasi, dan jalur keluar kendaraan; (2) edukatif – melalui ruang pelatihan dan simulasi kebakaran bagi masyarakat; dan (3) fleksibilitas – berupa ruang multifungsi yang bisa disesuaikan untuk kebutuhan darurat. Tapak rancangan berada di Kelurahan Mangga Besar, Jakarta Barat, yang dipilih berdasarkan kepadatan penduduk dan keterbatasan akses Damkar.Kesimpulan menunjukkan bahwa desain prototipe ini mampu meningkatkan efisiensi layanan Damkar sekaligus berfungsi sebagai pusat edukasi kebakaran di tingkat komunitas. Penelitian ini memberikan kontribusi terhadap penyusunan standar desain Damkar skala lokal yang adaptif, efisien, dan kontekstual, serta mendorong pembaruan kebijakan tata ruang dan mitigasi bencana perkotaan.

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