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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.
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Articles 19 Documents
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Search results for , issue "Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023" : 19 Documents clear
ANALYSIS OF THE TYPES AND CHARACTERISTICS OF THE TIDES USING THE ADMIRALTY METHOD ON TWO RIVERS IN THE KUBU RAYA DISTRICT Nirmala, Azwa; Hafiyyan, Qalbi
Jurnal Teknik Sipil Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i2.64402

Abstract

A study of the tides in the river has been carried out in this paper. The rivers studied are the Jawi River (Kakap) and the Nipah River. The two rivers are located in Kubu Raya Regency, West Kalimantan. This study aims to determine the type of tides and water level elevation in the two rivers. This study uses the Admiralty method to analyze existing tidal data. This method is commonly used in tide analysis. The results show that the tidal type of the Jawi River is a diurnal tide. The water level in the Jawi River is HHWL of 1.4 m (+0.86 m from MSL) and LLWL of "“0.319 m (-0.859 m from MSL). Meanwhile, the tidal type of the Nipah River is a mixed tide prevailing diurnal. In addition, the water level is HHWL of 1.167 m (+0.82 m from MSL) and LLWL of "“0.473 m (-0.82 m from MSL). This study is expected to be helpful as a reference for infrastructure development in the research area.
PERFORMANCE ANALYSIS OF WIRELES ON THE GROWTH OF USERS OF SEA TRANSPORTATION SERVICES IN HUNIMUA PORT - CENTRAL MALUKU Ohorella, Fuad Hasan; Latuconsina, Syarifudin Ishak; Palaklely, Rayleky
Jurnal Teknik Sipil Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i2.64036

Abstract

Hunimua Harbor is the link between Ambon Island and Seram Island. The flow of growth in sea transportation users at Hunimua Port in the last five years has increased. The preliminary analysis of Hunimua Port shows that in 2021 passenger growth is 21%, 2-wheeled vehicle growth is 17%, 4/6-wheeled growth is 24%, and ship visit growth is 5%, respectively, and Berth Occupancy Ratio (BOR) is 72%. The results showed that the average annual load growth over the next ten years was 1.7% for passengers, 1.2% for R-2 vehicles, and 4.5% for R-4/6 vehicles. The Load Factor in 2026 has reached 68%, and in 2031 it has born 67%, which means that the level of demand for ferry transportation has exceeded the available capacity, based on the Regulation of the Minister of Transportation of the Republic of Indonesia Number PM 104 of 2017 concerning the Implementation of Ferry Transportation. The Berth Occupancy Ratio (BOR) value for 2026 = 82%, and in 2031 = 92%. From the percentage of BOR values in table 2.1 based on UNCTAD standards, Hunimua Port should have more than six piers ready to operate in 2026.
MATERIAL SUPPLY ESTIMATION USING THE ECONOMIC ORDER QUANTITY (EOQ) METHOD IN THE PUSKOPCUINA BUILDING PHASE I PONTIANAK CONSTRUCTION PROJECT Pasyah, Annisa Nurul; Syahrudin, Syahrudin; Rafie, Rafie
Jurnal Teknik Sipil Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i2.62766

Abstract

Seeing the rapid development of the construction world, as part of the Indonesian economy, we need to support the growth of various facilities and infrastructure. In its growth, it must also improve its quality in all respects. In this case, material management plays an essential role in the construction process. The method chosen for this problem is the Economic Order Quantity (EOQ) method. The most economical amount of inventory can be determined by calculating the Economic Order Quantity (EOQ) method. This economical amount of stock can invest embedded in inventory materials, not excessive, so that it does not experience waste.
ANALYSIS OF ROAD DAMAGE USING THE PCI (Pavement Condition Index) METHOD AND ALTERNATIVE HANDLING (Case Study : Jl. Raya Dumaja - Jl. Raya Tanah Merah, Kab. Bangkalan STA 32+000 - 35+000) Majid, Abd.; Fatmawati, Laily Endah
Jurnal Teknik Sipil Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i2.61105

Abstract

The highway is an essential facility for the community to achieve its goal, so the community needs a safe and convenient road, and it is expected to improve the industry and the economy of the community. However, over time, the condition of the highway will decrease according to the age of the road, and it will be an obstacle for their trip. This research is conducted to see the condition of the damaged surface flexible stiffening in Jl. Raya Dumaja - Jl. Raya Tanah Merah, Kab. Bangkalan. The method used in this study is the PCI (Pavement Condition Index) method to evaluate road stiffening by type, level, and level of damage that occurs, as well as a reference and maintenance effort. The result of this research based on the PCI method is JL. Raya Dumaja -Jl. Raya Tanah Merah STA, 32 + 000 - 35 + 000, gets a total score of 53.68 medium (Fair) with a PCI percentage of the highest road conditions is 45% in good road conditions (Good), 38.3% in medium road conditions (Fair), 15% in bad road conditions (Poor) and very bad (Very Poor), 1.67% with the alternative handling is the treatment of abilities.
PLANNING OF HEAVY EQUIPMENT REQUIREMENT IN EXCAVATION AND SOIL MANAGEMENT WORK (CASE STUDY : MEDICAL BUILDING CONSTRUCTION PROJECT PHASE 2 OF SITI KHODIJAH MUHAMMADIYAH HOSPITAL ALONG BRANCH) Ummah, Nisfu Fajarayana Khoiro; Sarya, Gede
Jurnal Teknik Sipil Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i2.61072

Abstract

Earthwork on the Medical Building Construction Project Phase 2 of Siti Khodijah Muhammadiyah Hospital Along Branch is one of the main keys to withstand the building's resilience structure. This Building Construction Project has obstacles to the ongoing excavation and Mgrading work, tools that need to be improved, and less supportive terrain conditions. As a result, the completion of work may be delayed leading to cost overruns. Therefore, the need for an active role of management, especially productivity calculations, to determine fundamental change steps so that these obstacles can be avoided or reduced. To analyze the machine's productivity, it must be by the theory of machine productivity related to the subject matter obtained and the appropriate stages of analysis. Thus, machine planning must be carried out carefully and precisely so that the effectiveness of optimal machine use and time can be achieved by calculating the productivity value of the machine. Based on the data analysis, the results of heavy equipment needs were obtained, namely, two units of excavated excavators, five units of dump trucks, and two units of Mgrading excavators. With the total costs incurred to complete the excavation and Mgrading work, namely for excavators Rp. 124,785,550.00 and dump trucks Rp. 11,496,875.00. To complete the excavation and Mgrading work takes 205 hours excavator and 13 hours dump truck.
PERFORMANCE ANALYSIS OF BANJAR SUGIHAN ROAD (STA 0+000-03+000) DIRECTION TO BENOWO, SURABAYA CITY, EAST JAVA PROVINCE USING MKJI 1997 METHOD Romadhon, Adam; Fatmawati, Laily Endah; Hartatik, Nurani
Jurnal Teknik Sipil Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i2.61092

Abstract

Transportation is important as a tool for to go everyday. The increased demand for transportation causes an increase in traffic flow and volume of vehicles which will then cause congestion. One of the traffic jams that occur in the city of Surabaya is on the Banjar Sugihan road. The purpose of this study is to review and analyze the density of traffic flow that occurs on the Banjar Sugihan road, so that it can solve congestion problems and improve services. The method in this study was carried out by conducting traffic surveys to collect primary data which was carried out for three days during rush hour (06.00-17.00) which was guided by the 2014 PKJI. This research resulted in a large volume of vehicles, large capacity roads, as well as the performance of the Banjar Sugihan highway section. From the results of the study it can be concluded that the Banjar Sugihan highway is a road that is densely packed with vehicles, the performance of the Banjar Sugihan Street section has a forced or jammed flow, low speed, volume below capacity. The queues were long and there were big obstacles.
AUTOMATIC VALVE SLUICE GATE DESIGN MADE OF FIBERGLASS IN TIDAL AGRICULTURAL AREA Wardana, Alifia Ayu; Lestari, Arfena Deah; Meirany, Jasisca; Danial, Mochammad Meddy; Supriyadi, Asep
Jurnal Teknik Sipil Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i2.62480

Abstract

Water control technology aims to provide a sufficient water supply to avoid overflow. An automatic valve sluice gate made from fiberglass is preferred for water control in tidal agriculture. The mechanical valve sluice gate model can automatically release and close water discharge at a precise angle to optimize water control in tidal agriculture. The advantage of this sluice gate design is its utilization of the difference between upstream and downstream water levels on the sluice gate. A sluice gate design with a slope angle of 15 ° is recommended for tidal agriculture. The upstream water level should reach a height of 1.67 m for the sluice gate to open, while the downstream side should be at 0.82 m. The sluice gate will automatically open if the water level difference is 0.85 m in height and close if there is no water level difference. It is known that the flood level from the ground is 1 m to 2 m. It is suggested to elevate the land to prevent flooding for residents.
RISK IDENTIFICATION AND ALLOCATION OF BUILDING CONTRUCTION RENOVATION PROJECT IN THE PARTE CLUB SURABAYA BUILDING Irfan, Bachtiar Muhammad; Witjaksana, Budi
Jurnal Teknik Sipil Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i2.61112

Abstract

The Parte Club Surabaya Building Renovation Project has encountered various problems. These issues arise from multiple factors, primarily due to the complex nature of the structure as it involves renovating an old building. This research aims to identify the dominant risks and allocate the responsibility for managing these risks to the most appropriate party involved. Quantitative research methods were employed for this study. The sample consisted of 18 individuals, including expert staff from the implementing contractor and supervisory consultant. Data collection involved primary data obtained through purposive sampling, with 18 respondents selected. Secondary data included a review of previous similar research literature studies and historical data from earlier projects with similarities. The results of the data processing stage indicated the presence of dominant risks during project implementation and risk allocation. Consequently, project implementation is susceptible to risks identified by analyzing 27 selected risk variables. Six risk variables were dominant in project implementation: construction changes, additional expenses (overheads), project delays, material damage/loss, design errors, and changes to the work schedule. Risk allocation assessment results indicated that 19 risks were allocated to contractors, 3 to owners, and 5 jointly between the owner and contractor (shared). The percentage distribution of risk allocation is as follows: 70% to the contractor, 11% to the owner, and 19% allocated jointly (shared) between the two parties.
CHARACTERISTICS OF THE MIXTURE OF LATASTON (HRS-WC) WITH DOLOMITE LIMESTONE AS A FILLER IN ASPHALT MIXTURE Sulistiyono, Adi; Said, Said; Azwansyah, Heri
Jurnal Teknik Sipil Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i2.63061

Abstract

Indonesia is a country that has a lot of natural resources; one of the natural resources in Indonesia is lime. In Palembang, there is a large-scale dolomite lime-producing company that covers the territory of Indonesia. The content in the dolomite lime is Magnesium Oxide (MgO) ≥ 18% and Calcium Oxide (CaO) ± 30%. The purpose of this study is to utilize dolomite lime as a mixture of asphalt concrete layers and to find out changes in the characteristics of the HRS-WC mixture due to the use of dolomite lime as a filler. The experiment refers to Bina Marga 2018 revision II. The method used in this study is the experimental method, which is carried out by conducting experimental activities to obtain data. The aggregate specific gravity test obtained more than 2.5 gr/cm3 results, which qualify the 2018 Bina Marga revision II specifications. Examination of the wear of the coarse aggregate yielded results that fulfil the 2018 Bina Marga revision II specifications. The filler used in this mixture is applied on combination with a percentage of 0% rock ash and 100% dolomite lime, then 25% rock ash and 75% dolomite lime, then 50% rock ash and 50% dolomite lime, then 75% rock ash and 25% dolomite lime, and 100% rock ash and 0% dolomite lime. %. The Marshall results from the percentage of 100% rock ash filler content and the percentage of 0% OAC dolomite lime filler content of 6.5% obtaine a stability value of 914.821 Kg, a flow value of 3.45 mm, and a Marshall Quotient value of 265.286 Kg/mm. The volumetric value of the percentage of 100% rock ash filler content and the percentage of dolomite lime filler content of 0 % OAC 6.5% deliver a VIM value of 4.153%, a VMA value of 18.391%, a VFB value of 79.671%.

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