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Jurnal Teknik Sipil
Published by Universitas Tanjungpura
ISSN : 14123576     EISSN : 26218429     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Teknik Sipil Universitas Tanjungpura merupakan publikasi ilmiah berkala yang diperuntukkan bagi peneliti yang hendak mempublikasikan hasil penelitiannya dalam bentuk studi literatur, peneltian, dan pengembangan teknologi sebagai bentuk penerapan metode, algoritma, maupun kerangka kerja. Melalui penulisan Jurnal Teknik Sipil yang terbit pada bulan Juni dan Desember setiap tahun. Redaksi Jurnal Teknik Sipil Universitas Tanjungpura mengundang para profesional dari dunia usaha, pendidikan dan peneliti untuk berpartisipasi mengembangkan profesi serta menyebarluaskan perkembangan ilmu dalam bidang Teknik Sipil termasuk geoteknik, transportasi, struktur, sumberdaya air dan lingkungan dengan penekanan khusus pada pengurangan resiko bencana termasuk pendekatan sosio-teknik untuk penanggulangan.
Arjuna Subject : -
Articles 588 Documents
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Utilization Of Bentonite as A Substitute for Filler in Asphalt Concrete-Binder Course (AC-BC) Pratama, Tegar Wahyu; Azwansyah, Heri; Mayuni, Siti
Jurnal Teknik Sipil Vol 24, No 3 (2024): Vol 24, No 3 (2024): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i3.82658

Abstract

Bentonite is a term used in the trade industry to refer to clays that contain montmorillonite and belong to the dioctahedral group. Bentonite possesses unique properties, such as expanding when mixed with water. This property of bentonite is expected to enhance the performance of asphalt mixtures, particularly in the Asphalt Concrete-Binder Course (AC-BC). This research aims to analyze the Marshall characteristics, calculate the Optimum Asphalt Content (OAC) values, assess the layer performance, and determine the optimal percentage of substitution content in the Asphalt Concrete-Binder Course (AC-BC) layer. The research was conducted in several stages. The first stage involved testing the characteristics of the materials. In the second stage, test specimens were prepared with different known asphalt content variations. The third stage involved performing Marshall tests. The fourth stage analyzed the Marshall characteristics using the Bina Marga 2018 Revision 2 method. In the fifth stage, the OAC values were calculated for each variation of the asphalt mixture. The sixth and final stage involved drawing conclusions based on the previous stages. The Marshall test results for the Marshall characteristics determined the OAC for each variation: 6.20%, 6.25%, 6.10%, and 5.95%. Using bentonite in asphalt mixtures can improve stability across different bentonite content variations. With each addition of bentonite, the Voids in Mineral Aggregate (VIM) value is affected, as the VIM value decreases with increased bentonite usage. This suggests that bentonite fills the voids in the asphalt mixture. A lower VIM value indicates a more rigid asphalt mixture with each addition of bentonite and asphalt content.Keywords:  Bentonite in asphalt mixtures, Swelling properties of bentonite, Marshall characteristics in AC-BC, Optimum Asphalt Content (OAC) value, Bentonite substitution in pavement layers.  
Damage Analysis of Surface Layer on Jl. Pemuda, Sungai Rengas Using Pavement Condition Index (PCI) And Bina Marga Method Saraswati, Tiara; Mayuni, Siti; Mukti, Elsa Tri
Jurnal Teknik Sipil Vol 24, No 3 (2024): Vol 24, No 3 (2024): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i3.82766

Abstract

Road damage will have a detrimental impact, disrupting economic and social activities and causing high accident rates. Road damage is the decline in road quality caused by many factors, both in function and structural damage. This study analyzes road damage conditions to identify the types, levels, and solutions for addressing road damage using the Pavement Condition Index (PCI) and the Bina Marga Method on Jl. Pemuda, Sungai Rengas, Kubu Raya Regency. The PCI analysis found four types of damage on Jl. Pemuda: bleeding, edge cracking, potholes, and raveling. The road condition value shows that the Jl. Pemuda section is in the Very Poor category with a condition value of 21,80, and the handling solution is reconstructed according to the Asphalt Institute MS - 17 method. The analysis results using the Bina Marga method found four types of damage on Jl. Pemuda: pothole, raveling, fatty, and edge cracking. The road condition value was found to be a priority order with a value of 6, which means it falls into the category of a periodic maintenance program, which is also a handling solution coupled with several Standard Bina Marga 2011 methods"”the Standard Bina Marga 2011 method for handling solutions on the Jl. Pemuda section is sand spreading, paving, crack filling, hole patching, and leveling.Keywords: Pavement Condition Index (PCI), Bina Marga Method, Road damage analysis, Pavement distress analysis, Reconstruction and maintenance methods  
Design Layout and Circulation Design of Type A Passenger Terminal in Kota Singkawang Adna, Serafina Gebria; Said, Said; Mukti, Elsa Tri
Jurnal Teknik Sipil Vol 24, No 3 (2024): Vol 24, No 3 (2024): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i3.82772

Abstract

Kota Singkawang, located in Kalimantan Barat Province, is a popular destination for domestic and international visitors. According to the 2013"“2032 Regional Spatial Plan (RTRW), a Type A passenger terminal is planned on Jl. Terminal Induk, Kota Singkawang. However, the terminal's construction is still pending, and the Singkawang Grand Mall currently serves as a temporary terminal for the new Singkawang-Malaysia bus route, which began operations on December 1, 2023. Our research, involving experts from various fields, focuses on designing the Kota Singkawang Type A passenger terminal layout based on necessary facilities and circulation needs. The terminal requires a minimum of 4.7 hectares, but only 2.42 hectares are available. The design accommodates separate circulations for buses and passengers, with specific parking spaces for various transport modes. Given the shortage of 2.28 hectares, an expansion of the terminal's land is recommended. Additionally, it is suggested that Jl. Terminal Induk will be upgraded to a primary arterial road with a minimum width of 11 meters to support future development.Keywords: Transportation Development, Passenger Terminals, Multimodal Connectivity, Cross-Border Transportation, Regulatory Standards
Performance Analysis and Alternative Treatments at the Intersection of Jl. Gusti Situt Mahmud-Parit Pangeran in Pontianak Nisa, Marfiratun; Mukti, Elsa Tri; Mayuni, Siti
Jurnal Teknik Sipil Vol 24, No 3 (2024): Vol 24, No 3 (2024): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i3.86346

Abstract

Increased traffic activity can result in congestion, delays, or accidents at unsignalized intersections. This study assesses the performance of the three-arm unsignalized intersection at Jl. Gusti Situt Mahmud-Parit Pangeran, Pontianak, under current conditions and a 5-year forecast. The analysis employs the Pedoman Kapasitas Jalan Indonesia (PKJI) 2023 and VISSIM software, with data gathered during peak hours on Mondays from 17:00 to 18:00. In the present scenario, PKJI 2023 indicates a degree of saturation (DJ) of 0.95, a delay of 17.08 seconds, and a Level of Service (LOS) C, while VISSIM shows a delay of 21.10 seconds and LOS C. For the 5-year forecast, PKJI 2023 predicts a DJ of 1.07, a delay of 22.76 seconds, and LOS C, whereas VISSIM anticipates a delay of 21.10 seconds and LOS D. The most effective solution to enhance intersection performance includes widening significant roads, adding lanes, and incorporating medians, which would achieve an LOS A, thereby effectively mitigating congestion and delays for both current and projected conditions.
International Roughness Index (IRI) Assessment Based on The Application of ROADBUMP and ROADROID on Sei Duri-Mempawah Road Section Januarsih, Hafizah; Kadarini, S. Nurlaily; Mukti, Elsa Tri
Jurnal Teknik Sipil Vol 24, No 3 (2024): Vol 24, No 3 (2024): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i3.82817

Abstract

The research assessed the condition of the Sei Duri-Mempawah road segment using the International Roughness Index (IRI) to determine surface roughness. Two smartphone applications, Roadbump and Roadroid, were evaluated against traditional laser profilometers to measure IRI values. The results indicate that at a speed of 20 km/h, the Roadbump application showed that 26% of the left lane was in good condition, with moderate, slightly damaged, and severely damaged segments accounting for 68%, 4%, and 2%, respectively. For Roadroid at the same speed, the left lane's condition was 76% good, while moderate, slightly damaged, and severely damaged conditions were at 16%, 3%, and 5%. Both applications demonstrated variations in IRI values at higher speeds, with Roadroid generally yielding higher roughness levels than Roadbump. Comparative analysis revealed that Roadbump at 40 km/h provided results closer to the laser profilometer, with up to 78% similarity on the left lane. However, the correlation analysis with BPJN data revealed weak correlations for most cases, except for a stronger relationship (R = 0.5521) between the 40 km/h Roadbump application and the laser profilometer. Thus, Roadbump at 40 km/h is recommended for practical field assessments.
Selection of Effective Column Configuration in Nahdlatul Ulama University Flat in Kalimantan Barat Province Vonia, Teresa; Yusuf, M.; Lestyowati, Yoke
Jurnal Teknik Sipil Vol 24, No 3 (2024): Vol 24, No 3 (2024): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i3.86218

Abstract

This study analyzes the structural performance of square, rectangular, and circular columns in the Nahdlatul Ulama University Flat (UNU Flat), Kubu Raya, West Kalimantan. Data included structural designs, seismic analysis, and specifications. Using interaction diagrams, square columns (400 x 400 mm, 12D16) demonstrated sufficient axial and bending load capacities, handling up to 2,500 kN and 200 kNm. Replacing them with circular columns (300 mm diameter) reduced the cross-sectional area but maintained safety. Rectangular columns (400 x 550 mm, 14D16) also showed strong load resistance with safe interaction points. Substituting these with circular columns (500 mm diameter) preserved structural safety. All column configurations met load and safety requirements, with circular columns offering potential material efficiency and more straightforward construction. The results confirm stability and strength under varying loads, emphasizing the feasibility of circular columns for optimized performance.
Analysis of Parking Characteristics and Demand in Teratai Traditional Market, Pontianak Amanda, Sherin; Azwansyah, Heri; Kadarini, S. Nurlaily
Jurnal Teknik Sipil Vol 24, No 3 (2024): Vol 24, No 3 (2024): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i3.83956

Abstract

The Teratai Traditional Market in Pontianak, Indonesia, faces significant transportation challenges, particularly regarding parking management amid increasing vehicle ownership. The analysis focused on the parking patterns, utilization rates, and efficiency across various zones within the market. The study revealed that Zone A experiences the highest motorcycle activity, especially on weekends, with a utilization rate of 66%. In contrast, car parking in this zone remains limited, with a high turnover but insufficient spaces, resulting in an overcapacity index of 150%. Zones B to E display varied motorcycle and car usage, with motorcycle parking consistently outstripping car usage. The parking area is often inefficient due to irregular vehicle arrangements, lack of surface maintenance, and interference from street vendors, leading to congestion. Improvements include introducing designated markings, restructuring parking angles, and enhancing surface conditions to optimize space and reduce bottlenecks. The analysis recommended expanding motorcycle spaces and better-managing car parking to meet demand. Realignment plans propose 255 motorcycle slots and 12 car spaces, suggesting sufficient motorcycle capacity but a continued shortage of cars. These measures aim to enhance market accessibility, streamline traffic flow, and provide a more efficient parking system for visitors and vendors alike.
Analysis of Road Defects Using the Bina Marga Method on The Sukadana-Teluk Batang Road Section Yunri, Donatus Andasi; Basalim, Said; Mayuni, Siti
Jurnal Teknik Sipil Vol 24, No 3 (2024): Vol 24, No 3 (2024): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i3.86502

Abstract

The Sukadana-Teluk Batang road section supports community mobility and economic activities in Kayong Utara Regency. However, the road suffers significant damage due to excessive vehicle loads, poor drainage, environmental influences, and insufficient maintenance. This study analyzes road conditions using the Bina Marga method, which categorizes and evaluates damage types like cracks, potholes, and rutting to determine severity and prioritize maintenance. The results indicate that 30.69% of the road area is damaged, with critical segments such as STA 31+200 and STA 32+000 requiring immediate improvement. Segments with moderate damage are allocated for periodic maintenance, while minimal defects are addressed through routine maintenance. The study also integrates visual tools like graphs and maps to highlight damage distribution and facilitate decision-making. By emphasizing a data-driven approach, this research provides practical solutions for optimizing maintenance resources, extending road lifespan, and supporting sustainable regional development. The findings contribute to civil engineering practices and serve as a reference for managing infrastructure in similar regions.
Analysis of Surface Texture of Asphalt Mixture with Sand Circle Method Sulandari, Eti; Lestyowati, Yoke; Widodo, Slamet; Felderika, Felderika; Sutarno, Sutarno
Jurnal Teknik Sipil Vol 24, No 3 (2024): Vol 24, No 3 (2024): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i3.85641

Abstract

A road is usually defined as an infrastructure connecting a zone to other zones. As service and safety are essential for vehicle users, any conditions related to the pavement, including surface texture, are considered. The importance of this matter is that many researchers or practitioners are concerned with the quality of asphalt mixtures, whether structural or functional, which affect the safety and security of road users, mainly related to the texture of the pavement surface. This research aims to determine the texture depth (MTD, Mean Texture Depth). The research method used is the circle sand method, which is tested using the Sand Patch tool. The asphalt mixture type uses AC-WC with a composition of 39% coarse aggregate, 54.5% fine aggregate, and 6.5% filler. Optimum Asphalt Content of 6.28% and Density of 2.28 were obtained, and texture depth of 0.549 mm was more significant than 0.45 mm (Bina Marga 2010 revision 3). The conclusion is based on the design composition of the aggregate mix in the AC-WC asphalt mixture, which has a safe texture.
Analysis of Black Site and Black Spot at Jl. Daeng Manambon-Raden Kusno-Gusti Sulung Lelanang Section, Mempawah Ratih, Ade; Kadarini, S. Nurlaily; Azwansyah, Heri
Jurnal Teknik Sipil Vol 24, No 3 (2024): Vol 24, No 3 (2024): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i3.86260

Abstract

Transportation plays a vital role in society by facilitating the movement of people and goods. However, it also brings challenges like traffic congestion and accidents. With urbanization and increased vehicles, road safety has become crucial, as accidents have significant economic and social impacts. Analyzing accident-prone areas helps identify necessary preventive measures. This research was conducted on the 10.1 km Jl. Daeng Manambon-Raden Kusno-Gusti Sulung Lelanang section in Mempawah. Primary data from field surveys includes road conditions, fittings, geometry, and vehicle speeds. Secondary data is traffic accident data (2018-2023) from the Mempawah City Police, analyzed using numerical methods.The Jalan Daeng Manambon-Raden Kusno-Gusti Sulung Lelanang corridor analysis reveals several accident-prone areas (Black Spots) with damaged road features and poor safety facilities. Key findings include deteriorating zebra crossings, speed traps, and traffic signs. High-risk accident locations were identified using Z-Score and Cusum methods. Recommendations include repairing roads, repainting markings, installing better signage, and maintaining clear sightlines. Future studies should focus on more specific interventions and monitoring to improve road safety, following Department of Settlements and Regional Infrastructure guidelines for effective accident reduction

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