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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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EVALUASI GEOMETRIK DAN PENGATURAN LAMPU LALU LINTAS PADA SIMPANG EMPAT POLDA PONTIANAK Idyanata, Dian
Jurnal Teknik Sipil Vol 13, No 1 (2013): Edisi Juni 2013
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v13i1.2593

Abstract

Kemacetan merupakan suatukonflik pada ruas jalan yang menyebabkan antrian pada ruas jalan tersebutsehingga mengganggu kinerja jalan itu sendiri. Analisisini dilakukan dengan ketentuan yang dikeluarkan oleh Ditjen Bina Marga (1997). Hasil analisis kinerja jalan ini ditunjukkan dengan DS (derajatkejenuhan) pada masing-masing kaki simpang, di mana kaki simpang sekarang telah melebihi ketentuan yang ditetapkan yaitu ³ 0,85. Nilai DS pada kaki simpang Jl. A. Yani 1 sebesar 0,966, Jl. Serdam sebesar 0,590, Jl. A. Yani 2 sebesar 1,379 dan Jl. Serdam (Sudarso) sebesar 0,745. Waktu siklus kondisisekarang adalah 142 detik, di manamasing-masing sinyal hijau pada kaki simpang Jl. A. Yani 1 selama 48 detik, Jl. Serdam selama 16 detik, Jl. A. Yani 2selama 36detik dan Jl. Serdam (Sudarso) selama 16 detik. Karena itu, rekomendasi yang dipilih adalah dengan perubahan geometrik Simpang EmpatPolda dan pengaturan lampu lalu lintas yang baru. Setelah mengalami perubahan didapat nilai DS dibawah standar yaitu Jl. A. Yani 1 sebesar 0,475, Jl. Serdam(Sudarso) sebesar 0,459, Jl. A. Yani 2 sebesar 0,471 dan Jl. Serdam sebesar 0,301. Denganpengaturan lampu lalu lintas baru didapat sinyal hijau pada kaki simpang arah Jl.A. Yani 1 selama 43 detik, arah Jl. Serdam (Sudarso) selama 22 detik, arah Jl. A. Yani 2 selama 50 detik,dan arah Jl. Serdam selama 25 detik.Kata-kata kunci:      arusjenuh, kapasitas, derajat kejenuhan, waktu siklus
Experimental Study on Compressive Strength of Belian Wood Strengthened with Concrete Jacketing Manurung, Sondang Sylvia; Violeta, Iona
Jurnal Teknik Sipil Vol 22, No 2 (2022): JURNAL TEKNIK SIPIL EDISI DESEMBER 2022
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v22i2.59334

Abstract

Belian wood is very well known building construction material and been used since long time ago for both structural and non-structural elements. Somehow belian wood buildings which have been being exist for many years or some functional changes in use need structural strengthening. One of the most popular strengthening method is concrete jacketing as it is practical and mechanically increase the capacity of existing structures. This research is conducted in order to experimentally study on the capacity increase of the belian wood strengthened with the concrete jacketing and the effectiveness of shear connector used.This research used 15cmx30cm cylinder samples with 8cmx8cm belian wood as the core. There were five variations of shear connectors used. First variation (S1) without shear connector, second variation (S2) with sieve wiring coil, third variation (S3) with 6mm of diameter reinforcement coil, fourth variation (S4) with safety wiring coil, and fifth variation (S5) with 2 inches of diameter nails. There were 10 samples for each variation. All samples were tested and compared to the compressive strength of conventional belian wood without strengthening. It results in third variation with 6mm of diameter reinforcement coil (S3) come out with the highest compressive strength among all with 75.909% of increase whereas the first variation without shear connector (S1) resulting in highest increase of compressive strength after the concrete collapse with 25.493% of increase which showed the importance of shear connector between those different materials.  
Application of Occupational Health and Safety Management through Job Safety Analysis in Steel Structure Installation: A Case Study of the P.T. Ultra Sakti Workshop Construction Putra, Alfandias Seysna; Ramdan, Muhammad; Putri, Isria Miharti Maherni
Jurnal Teknik Sipil Vol 24, No 4 (2024): Vol 24, No 4 (2024): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i4.86895

Abstract

Workplace accidents are a prevalent issue across various construction projects, including workshop development. To address this challenge, the implementation of Occupational Health and Safety (OHS) management is crucial. This study aims to evaluate the application of OHS management, with a focus on the utilization of Job Safety Analysis (JSA) methods to prevent workplace accidents during workshop construction projects. The research employs a qualitative field study approach. Data were collected through direct observations, interviews with workers, project managers, and Health, Safety, and Environmental (HSE) personnel, as well as through the analysis of relevant OHS documentation. The JSA implementation process was assessed at various stages, including hazard identification, control measure determination, and the implementation of preventive actions. The findings reveal that the average risk level associated with steel structure installation work is classified as moderate, with a percentage of 51%. Activities that present high to extreme risk levels are predominantly related to tasks performed at height, such as the installation of main beams, secondary beams, and rafters, with fall and impact hazards being significant concerns. To mitigate these risks, appropriate controls must be enforced, including the use of Personal Protective Equipment (PPE), full-body harnesses, effective housekeeping practices, and the installation of signage and the isolation of hazardous work areas. These measures can effectively reduce risk levels from high and extreme to low and moderate.
Comparative Study of the Use of Hydraulic Pile Driver and Crane Mounted Drop Hammer in the Piling of Precast Prestressed Concrete Piles for Building Foundations in Kubu Raya Regency Syahrudin, Syahrudin; Nuh, Safarudin M; Michelim, Albert Stanley
Jurnal Teknik Sipil Vol 22, No 2 (2022): JURNAL TEKNIK SIPIL EDISI DESEMBER 2022
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v22i2.60107

Abstract

Most of the soil conditions in Kubu Raya Regency are soft and peat soil with low carrying capacity and the potential for foundation subsidence, especially in high-rise buildings. Using a Hydraulic Static Pile Driver with a capacity of 120 tons and a Crane Mounted Drop Hammer with a capacity of 35 tons is an alternative to driving deep foundations on soft/peat soils. The purpose of this study was to conduct a comparative study of productivity, costs, risk aspects, occupational safety and health and environmental impacts of the two tools in the work of 30x30 cm precast concrete piles on the foundations of high-rise buildings in Kubu Raya Regency.
Analysis of Road Network Performance in Pontianak at Jalan Sepakat 2 Reformasi, Padat Karya Using PTV VISUM Pandia, Meri; Mayuni, Siti; Sumiyattinah, Sumiyattinah
Jurnal Teknik Sipil Vol 24, No 4 (2024): Vol 24, No 4 (2024): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i4.86883

Abstract

Jalan Sepakat 2, Reformasi, and Padat Karya are routes connecting strategic locations and educational institutions in Pontianak. As the population and economic activities grow, traffic volume increases, so a road performance analysis is needed to ensure the infrastructure can accommodate transportation needs and reduce potential congestion. This research uses primary data, such as road geometric data, traffic volume, and vehicle speed. Secondary data included location maps, population, motor vehicle numbers, trip generation, and attraction data. The analysis was based on the Indonesian Road Capacity Guidelines (PKJI) 2023 and PTV VISUM software. The analysis results 2024 showed a V/C Ratio of 0.59 with a service level of C and a speed of 31.18 km/hour. The 2029 projection shows a decline in performance with a V/C Ratio of 0.74, a service level of E, and a speed of 27.54 km/h. Jalan Reformasi was widened from 7.85 meters to 11 meters to improve performance, and Jalan Padat Karya from 6.25 meters to 8 meters. After the capacity increase, the 2029 projection shows improved performance, with the V/C Ratio decreasing to 0.63, the service level increasing to C, and the speed increasing to 31.27 km/h.
The Cost Analysis of Green Construction Implementation in The Building Construction Project of The Institut Teknologi dan Bisnis Sabda Setia Pontianak Dumanauw, Stefani; Lusiana, Lusiana; Syahrudin, Syahrudin
Jurnal Teknik Sipil Vol 24, No 4 (2024): Vol 24, No 4 (2024): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i4.86329

Abstract

Building construction projects often face challenges during construction and operation. Implementing green construction is a promising solution to enhance process efficiency. Green construction involves planning and executing projects focusing on efficient energy, water, cost usage, and construction waste management. This study analyzes the additional costs of applying green construction to the Institut Teknologi dan Bisnis Sabda Setia (ITBSS) building in Pontianak. Using market price data and Work Unit Price Analysis (AHSP), the estimated additional cost for implementing green construction indicators is Rp34,122,728.55. These costs include energy and water conservation, air quality, and environmental management. However, utilizing recycled materials reduces costs associated with land use. Green construction enhances project sustainability and efficiency, leading to significant long-term savings. While this research highlights the additional costs, it does not provide a detailed calculation of long-term benefits. The findings suggest that green construction practices are viable and sustainable, urging stakeholders to embrace these practices for improved project performance and environmental impact.
Comparison Analysis of Road Performance Method Between MKJI 1997 and PKJI 2023 using Case Study at Jalan Jendral Ahmad Yani Azimah, Nur Huwaida; Azwansyah, Heri; Kadarini, S. Nurlaily
Jurnal Teknik Sipil Vol 24, No 4 (2024): Vol 24, No 4 (2024): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i4.86401

Abstract

Road is critical part in transportation system. The existence of road can provide convenient and safe passage for various types of vehicles, including cars, buses, motorcycles and bicycles. The use of road can give impact like performance degradation over time, so there has to be some examinations for road performance. Based on aforementioned fact, this research will conduct road performance analysis using MKJI 1997 and PKJI 2023 method. The degree of saturation and road capacity are the comparison parameter for assessment. The objective of this research will compare the results from both method. Jalan Jendral Ahmad Yani will be the research object. On this road, all requirement data was collected to accommodate the analysis. The data collected was employed to calculate road performance for existing condition. From data of existing condition, Both method was implemented for 5-year projection. The projection was conducted to predict road performance considering the increase of population. The results from both method showed that the existing condition and 5-year projection were not qualified, because the level of service was very low. PKJI 2023 method resulted the higher number than MKJI 1997. This is because the parameter value from both method was stated differently. Considering bad performance of the road, the improvement step was taken to increase all parameters involved in the road performance. The improvement, Like enhancement on road geometric, effectively worked to increase the road performance.
Performance Analysis of Jalan Pemuda Ngabang Section Employing PKJI 2023 Method Alyani, Amalia; Mayuni, Siti; Sumiyattinah, Sumiyattinah
Jurnal Teknik Sipil Vol 24, No 4 (2024): Vol 24, No 4 (2024): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i4.86362

Abstract

Roads are land transportation infrastructure that includes all parts including complementary buildings for traffic purposes, located on the surface or underground and above water surface, except railways, lorry roads, and cable roads. Jalan Pemuda Ngabang is a district road with 1.3 kilometers long and 6-meter wide traffic lanes. The Indonesian Road Capacity Guidelines (PKJI) 2023 method was employed in this study to analyze the performance of the road section. The analysis condition is divided into under existing conditions and a five-year projection period. The result of PKJI 2023 is the Degree of Saturation (DJ). Road geometric data, traffic volume, vehicle speed, and side obstacles are collected to be the primary data. Secondary data consists of the number of vehicles, population, and map of the study location. Secondary data was obtained by field survey conducted three days from 6:00 am to 6:00 pm. Study location is analyzed into 2 segment. The results show that the degree saturation on existing condition is 0.61 for segment 1 and 0.50 for segment 2 with each level of service C. 5-year projection period analysis was carried out to evaluate the road performance for 5-year forward. Analysis generate that the degree of saturation for each segments was 1.15 and 0.94 with level of service F and E. Because the value exceeded the scope limit of 0.85, some improvements were suggested to get better performance. After road improvements, the degree saturation decreased to be 0.84 from 1.15 and 0.69 from 0.94.
Optimizing Public Parking System at Traditional Market Putri, Dewa Ayu Putu Adhiya Garini; Nadun, Paskalis Aprianto; Kumara, I Nyoman Indra; Indrashwara, Decky Cipta
Jurnal Teknik Sipil Vol 24, No 4 (2024): Vol 24, No 4 (2024): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i4.86617

Abstract

Urban parking management strategies, including paid parking, have proven effective in shaping transportation preferences and user behavior. These policies can yield positive outcomes such as decreased parking search times, enhanced parking space turnover, and a fairer allocation of parking resources among users. This study examines the parking characteristics and their impact on the surrounding area of Intaran Traditional Market in Denpasar, Bali. The market, operating from 4:00 am to 9:00 am daily, significantly affects traffic flow in the West Sanur area. Analysis of parking data revealed distinct patterns between off-street and on-street parking. While off-street parking duration was longer on weekends, on-street parking saw higher turnover rates. A one-way street system during market hours is proposed to address traffic congestion and improve parking management. This strategy aims to mitigate congestion and air and noise pollution in this mixed-use area. This research is focused solely on the parking of two-wheeled vehicles. Future studies could explore the interconnection between parking in this area and the condition of roads in the village of Intaran. Moreover, the economic potential of various parking management solutions could be a promising avenue for future research.
Analysis of Heavy Equipment Productivity in Road Rehabilitation Projects on Nanga Semangut-Putussibau-Tanjung Kerja and Putussibau-Nanga Era Roads Paskasio, Jhoni; Nuh, Safaruddin M.; Rafie, Rafie
Jurnal Teknik Sipil Vol 24, No 4 (2024): Vol 24, No 4 (2024): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i4.85866

Abstract

This study analyzes the productivity of heavy equipment in road rehabilitation projects for the Nanga Semangut-Putussibau-Tanjung Kerja and Putussibau-Nanga Era routes to evaluate efficiency and operational costs. The research compares various equipment types' productivity and working hours across two time segments. The findings reveal that dump trucks demonstrated high productivity with shorter working durations in Time Segment 1, while asphalt finishers, pneumatic tire rollers, and tandem rollers maintained stable productivity with varying hours. Segment 1 was more efficient, exhibiting higher productivity and lower rental costs than Segment 2, which showed longer operational hours and increased total costs. The study also assessed heavy equipment combinations, identifying Combination 3, featuring 18 dump trucks with an 8 m ³ capacity, as the most efficient. This combination achieved the shortest completion time of 44 days with a total cost of IDR 2,255,104,022.93. These results highlight the importance of optimal equipment selection, strategic resource allocation, and cost management in ensuring successful road rehabilitation projects.

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