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Borneo Engineering: Jurnal Teknik Sipil
Published by Universitas Borneo Tarakan
ISSN : 25811134     EISSN : 26857553     DOI : https://doi.org/10.35334/be.v9i3
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Focus and Scope Borneo Engineering : Structural Engineering, Transportation Engineering, Water Resources, Geotechnical Engineering and Construction Management
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 10 Documents
 1 
Search results for , issue "Volume 7 Nomor 3 Tahun 2023" : 10 Documents clear
Studi Pemilihan Moda Transportasi Antara Angkutan Umum Dalam Trayek dan Angkutan Sewa Khusus di Kota Tarakan Muhammad Djaya Bakri; Nila Riani; Iif Ahmad Syarif
Borneo Engineering : Jurnal Teknik Sipil Volume 7 Nomor 3 Tahun 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v7i3.4974

Abstract

The development of technology, there are now various modes of transportation that serve the community such as public transportation on routes and special rental transportation (online). The operation of online-based special rental transportation in Tarakan City lately has had the impact of decreasing customer interest in using public transportation to support their movements. This phenomenon is interesting to do research to find out the best type of public transport and variables that are very influential in the selection of public transport by travelers in Tarakan City. This public transport selection research was analyzed using the Analytical Hierarchy Process method, with research attributes including: cost, safety, comfort, ease of getting the mode, travel time, and service. Primary data was obtained through interviews/questionnaires to respondents selected by simple random sampling method, with a total of 100 people as a representation of the population of Tarakan city in 2021. The results of the analysis show that the public transport mode chosen by customers based on the specified criteria is Special Rental Transport with an average value of 5.965 compared to Public Transport in Tracks (5.711). The influential criteria for customers in choosing public transportation is the cost criteria with a weight value of 36.479, followed by the criteria for ease of getting the mode (14.591), security (12.906), service (12.706), comfort (12.177), and service time criteria with a value of 11.16.
Pengaruh Penggunaan Limbah Plastik LDPE sebagai Modifikator Campuran AC-WC Amy Wadu; Matheus R Sodanango; Ambrosius L Wayan; Erik E Pello
Borneo Engineering : Jurnal Teknik Sipil Volume 7 Nomor 3 Tahun 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v7i3.4308

Abstract

 In recent years, the increasing amount of plastic waste in many cities in developing countries, including Kupang City, has become a serious environmental problem. The use of plastic waste as a pavement material is one solution to deal with the problem of plastic waste. One type of plastic that can be used as an asphalt mixture modification material is Low Density Polyethylene (LDPE). This research aims to determine the use of LDPE plastic waste modified with AC-WC (Asphalt Concrete-Wearing Course). Five variations of AC-WC mixture were made based on LDPE plastic waste content of 6, 7, 8, 9, 10% based on optimum bitumen content (OBC). Marshall test method was used to determine the OBC and to evaluate the marshall characteristics of LDPE modified AC-WC. The OBC of conventional AC-WC was found to be 5.23% by weight of total aggregate while the ptimum plastic modified bitumen content (OPMBC) of LDPE modified AC-WC was 7.45% by weight of OBC. AC-WC modified with 7.45% LDPE waste had 47.98% higher OPMBC compared to conventional AC-WC
Pemodelan Kondisi Geometrik Jalan Terhadap Potensi Kecelakaan Lalu Lintas Yogi Oktopianto; Riza Pahlevi Marwanto; Rukman Rukman
Borneo Engineering : Jurnal Teknik Sipil Volume 7 Nomor 3 Tahun 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v7i3.4671

Abstract

Road infrastructure has an impact on the occurrence of road traffic accidents. The geometry of a road is a variable that influences the occurrence of road traffic accidents. Interpreting the observed crashes into an equation that can describe the crashes is one of the most difficult problems faced by scientists and engineers in any research. The traffic accident research conducted is still limited to analyzing the causes of accidents and jumping to handling strategies that do not reveal how much geometric influence on accidents at the location. This research was developed using a comprehensive modeling approach to illustrate how highway geometric design, in this case the alignment, influences crash rates. This study aims to analyze the influence of road geometrics on the incidence of accidents. The method used is multiple liner regression measurement model using R-Studio. The variables to be studied include road geometry planning parameters, especially horizontal alignments which include stopping sight distance (X1), radius of horizontal curve (X2), shoulder width X3, and transition curve length (X4). The results of the study obtained a relationship in the mathematical equation Y = 99.55508-0.02634X1+1.17647X2-0.06999X3-0.03906X4 with the most significant correlation value produced is the transition curve length and radius of horizontal curve. Based on the multiple R-squareed value of 0.8775 this model has a very strong correlation category. Where the ability of X1 to X4 is able to explain Y by 80%.
Analisis SEM-EDS Beton Normal yang Menggunakan Superplasticizer Yulisya Zuriatni; Muhammad Sofyan; Pratiwi Setyaning Putri; Abdul Rokhman; Irma Wirantina Kustanrika
Borneo Engineering : Jurnal Teknik Sipil Volume 7 Nomor 3 Tahun 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v7i3.4927

Abstract

Beton merupakan bahan bangunan populer yang diakui kekuatan dan daya tahannya. Para peneliti telah mengeksplorasi penggunaan superplasticizer dan gel C-S-H untuk meningkatkan kualitas beton . Superplasticizer adalah bahan tambahan kimia yang dapat ditambahkan ke campuran beton untuk meningkatkan fluiditas sekaligus menjaga kekuatan. Hal ini memudahkan pemasangan dan meningkatkan kemampuan kerja beton. Selain itu, menambahkan gel C-S-H ke beton dapat meningkatkan kinerja jangka panjang dan meminimalkan retak. Formasi gel C-S-H pada kekuatan dan daya tahan beton diselidiki secara cermat dalam studi ini dengan melakukan pengujian foto SEM EDS. Pemindaian Mikroskop Elektron-Spektroskopi Sinar-X Dispersi Energi adalah alat analisis yang kuat untuk menentukan komposisi unsur dan bentuk bahan berskala nano. Ini menyelidiki permukaan material dengan berkas elektron terfokus dan menghasilkan sinyal yang dapat digunakan untuk mengidentifikasi dan memetakan distribusi komponen yang ada. Hasil Uji SEM-EDS menunjukkan Unsur senyawa Ca, Al dan Si mendominasi. Rasio Oksida SiO2/CaO yang tinggi pada sampel cenderung memiliki kuat tekan yang lebih tinggi. Sebaliknya, material dengan rasio SiO2/CaO yang lebih rendah menunjukkan kuat tekan yang lebih rendah.
Desain Digitalisasi Jadwal dan Rute Kapal Feri Di Provinsi Sulawesi Tenggara Hasmina Tari Mokui; Maudhy Satyadharma; Eko Wahyu Prasetyo; Zulfikar Putera
Borneo Engineering : Jurnal Teknik Sipil Volume 7 Nomor 3 Tahun 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v7i3.4782

Abstract

Ferry Ports play an important role in human life and the movement of goods in the Southeast Sulawesi Province region. However, there are still several obstacles for prospective service users in finding out port information, schedules and ferry crossing routes quickly and easily. To overcome this problem, researchers designed a web-based GIS application to search for the nearest port, port list, schedule information and ferry routes operating at all Ferry Ports managed by the Transportation Service. The research method was carried out by observing to collect data and then analyzing application needs which resulted in application design and design which was defined by Use Case Diagrams, Entity Relationship Diagrams (ERD) and application interface displays. It is hoped that the final results of this research will produce an application that is user friendly and can assist the needs of prospective service users in finding information on ferry schedules and routes easily, thereby having an impact on increasing efficiency, comfort and passenger satisfaction as well as reducing uncertainty in finding information related to schedules and routes. the ferry. It is certainly hoped that the recommendations of this research will enable the Southeast Sulawesi Provincial Transportation Service to develop a better Information Search and Ferry Route Application for ease and optimal organization of ferry transportation to encourage increased satisfaction of service users.
Identifikasi Faktor Yang Mempengaruhi Besaran Biaya Dalam Pelaksanaan Proyek Skala Kecil Di Bali Ida Ayu Cri Vinantya Laksmi; I Wayan Jawat; I Gusti Agung Gede Nodya Dharmastika
Borneo Engineering : Jurnal Teknik Sipil Volume 7 Nomor 3 Tahun 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v7i3.4548

Abstract

The realization of the implementation of a project must be within the initial project planning stage. In the planning stage, various types of activities are carried out, starting from forming the project team, preparing the schedule, planning project resources, and preparing project cost estimates. Cost estimation activities are one of the main processes in a construction project to determine the amount of funds that must be provided for a building. Without costs, the project will not be able to be implemented even if other resource elements are met. Costs in construction projects consist of direct costs and indirect costs. Based on these 2 (two) types of costs, research needs to be carried out to determine the factors that influence the nominal amount of these types. Data analysis in this research uses the Analytical Hierarchy Process (AHP) method. The results of the research show that the order of factors that have the most influence on the two types of costs include force majeure factors, availability of labor, detailed design plans, work methods, technical specifications, distance to the place where materials/tools are purchased, location of work/project, the environment around the project, and road conditions leading to the project.
Analisis Faktor-Faktor Penyebab Kecelakaan Lalu Lintas Pada Kecamatan Pomalaa Kabupaten Kolaka Al Tafakur La Ode; Arman Hidayat; Haerul Purnama; Ulfa Mutiasari
Borneo Engineering : Jurnal Teknik Sipil Volume 7 Nomor 3 Tahun 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v7i3.3449

Abstract

Suatu peristiwa kecelakaan lalu lintas sangat beragam baik dari proses kejadiannya maupun faktor penyebabnya. Untuk kepentingan penanggulangannya di perlukan adanya suatu pola yang dapat menggambarkan karakteristik proses kejadian suatu kecelakaan lalu lintas, agar dapat di simpulkan faktor penyebabnya supaya dapat dirumuskan pula upaya penanggulangannya. Dari hasil penelitian didapati indikator penyebab kecelakaan lalulintas yang terjadi menunjukkan bahwa faktor manusia 56,67%, faktor kendaraan 31,25%, faktor jalan dan lingkungan 15,63%. Kondisi permukaan jalan terdapat lebih dari satu kerusakan yaitu retak kulit buaya, retak pinggir, distorsi atau perubahan bentuk, jalan lubang-lubang, stripping atau pengelupasan lapisan permukaan, dan jalan bergelombang. Jalan yang digenangi air, adanya pasir di permukaan jalan, dan jalan yang mengalami penyempitan. Kondisi fasilitas jalan (rambu dan marka jalan) tidak adanya rambu yang seharusnya ada yaitu rambu pemberitahuan bahwa adanya persimpangan kanan, tidak adanya rambu pemberitahuan bahwa di depan ada penurunan, tidak terdapat lampu penerangan jalan, tidak terdapat marka tepi (kiri dan kanan) dan tidak di lengkapi mata kucing. Perbaikan serta pembersihan permukaan jalan yang mengalami kerusakan pada beberapa titik dan perlunya perbaikan dan penambahan fasilitas jalan (rambu dan marka jalan).
Angkutan Sedimen Total Saluran Pembawa Embung Rawasari menggunakan Metode Empiris dan Software HEC-RAS 6.0 Aswar Amiruddin; Refina Fatriza; Rahmat Faizal
Borneo Engineering : Jurnal Teknik Sipil Volume 7 Nomor 3 Tahun 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v7i3.4787

Abstract

The need for water will continue to increase, while the availability of water is limited; therefore, the provision of water must be pursued both by the government and independently. Rawasari Reservoir is one of the reservoirs in Tarakan City with a relatively stable volume and an effective storage capacity of 112,982 m3. The water source of Rawasari Reservoir comes from a channel that is a tributary experiencing sedimentation due to the sedimentation process. Based on this, the research team was interested in calculating sediment transport in the conveyance channel of Rawasari Reservoir using both empirical methods and the HEC-RAS 6.0 software. The methods used in this research are empirical using the Engelund Hansen and Laursen equations, as well as the use of HEC-RAS 6.0 software. Based on the analysis results, the sediment transport rate in the conveyance channel of Rawasari Reservoir calculated using the empirical method at STA 0+025 is 1,6427 x 10-9 ton/s for the Engelund Hansen method and 2,9898 x 10-9 ton/s for the Laursen method. The simulation of sediment transport in the bed of the conveyance channel of Rawasari Reservoir using the HEC-RAS 6.0 sediment transport model at STA 0+025 is 4,61x10-5 ton/s with the Engelund Hansen sediment transport function and 0,000306 ton/s using the Laursen sediment transport function.
Analisa Kinerja Jalan dan Penerapan Zona Selamat Sekolah Pada Ruas Jalan Sendiri Desa Palewai Fathur Rahman Rustan; Arya Dirgantara; Retno Puspaningtyas; Muhammad Janwar Fauzi
Borneo Engineering : Jurnal Teknik Sipil Volume 7 Nomor 3 Tahun 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v7i3.4963

Abstract

Abstract Disruptions to the smooth flow of traffic are caused by various factors, including road crossers, public transport stopping and parking on the road, and areas designated for picking up and dropping off passengers. Inexperienced road users, such as students, are particularly vulnerable to traffic accidents. The aim of this study was to determine peak traffic volume, road crossing behaviour, and to develop a plan for implementing a school safety zone (ZoSS) in front of SDN 1 Palewai. The analysis of data using MKJI 1997 guidelines and Normal Distribution Statistics (Z Test) pertains to the Director General of Land Transportation Regulation No. SK. 3582/AJ 403/DRDJ/2018. The results indicate that the highest traffic flow volume (Q) was 151,8 smp/hour on Wednesday between 09.00 - 10.00 WITA. The analysis of road crossing behaviour characteristics reveals that the average Zhit value is 2,236. It has been concluded that the behaviour of students when crossing the road is classified as safe. This is because Zhit Ztabel = 1,645. Additionally, the application of ZoSS planned at the research location is type (2/2UD) with one zebra crossing placed at the main gate of SDN 1 Palewai.Keywords: Volume, Crossing, Road performance, ZoSS Abstrak Faktor penyebab terganggunya kelancaran arus lalulintas diakibatkan oleh adanya aktifitas penyebrang jalan, angkutan umum yang berhenti dan parkir di badan jalan, hingga tempat menaikkan dan menurunkan penumpang. Pelajar merupakan pengguna jalan yang kurang berpengalaman dan cenderung kurang hati-hati, sehingga pelajar seringkali menjadi korban kecelakaan lalulintas. Tujuan penelitian ini adalah mengetahui volume lalulintas puncak, perilaku penyebrang jalan, dan rencana untuk penerapan zona selamat sekolah (ZoSS) di depan SDN 1 Palewai. Analisa data menggunakan pedoman MKJI 1997 dan Statistik Distribusi Normal (Uji Z) mengacu pada Peraturan Dirjen Perhubungan Darat No. SK. 3582/AJ 403/DRDJ/2018. Dari hasil penelitian menunjukkan bahwa volume arus lalulintas (Q) tertinggi adalah 151,8 smp/jam pada hari Rabu pukul 09.00 – 10.00 WITA. Berdasarkan analisis data karakteristik perilaku penyeberang jalan, diketahui  nilai Zhit rata-rata yaitu 2,236. Sehingga disimpulkan bahwa perilaku siswa saat menyeberang jalan tergolong sudah selamat, karena Zhit Ztabel = 1,645 sedangkan penerapan ZoSS yang direncanakan pada lokasi penelitian adalah tipe (2/2UD) dengan 1 zebra cross yang di tempatkan pada pintu gerbang utama SDN 1 Palewai. Kata kunci: Volume, Penyebrang, Kinerja jalan, ZoSS
Evaluasi Saluran Drainase Perkotaan di Jalan Langsat Kota Tanjung Selor Kabupaten Bulungan Rachel Zandra Singal; Yopi To'la Rombe Allo
Borneo Engineering : Jurnal Teknik Sipil Volume 7 Nomor 3 Tahun 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v7i3.4174

Abstract

Jalan Langsat is a road in the urban area of Tanjung Selor which is frequently flooded. Inundation occurs when the intensity of rain is high so that the water discharge from the upper reaches of the Kayan River is more than usual, which causes the drainage channels to be unable to accommodate the flowing water discharge. This is due to the decreased capacity of the channel and increased flow rate, besides that the drainage channel is experiencing siltation due to the large amount of garbage and sediment in the drainage channel. This study aims to determine the capacity of existing drainage channels to accommodate and drain rainwater discharge. The method used in this study is the evaluative method with primary and secondary data collection stages, then data analysis is hydrological analysis with four methods, namely the Normal distribution method, Normal Log, Log Person III and Gumbel and canal hydraulic analysis. The results of the calculation used to determine the planned rainfall intensity are the Log Normal distribution with a return period of 10 years of 527,228 mm/hour. The calculation of rainfall intensity is used by the Mononnobe formula, while for the evaluation of channel capacity, the evaluative method is used by comparing the channel capacity with the design discharge. Where Qs Qr then the channel capacity is safe, and if Qs Qr then the channel capacity is not safe. From the results of the evaluation of the capacity of the drainage channels, there were 23 channels reviewed, 15 channels that were unsafe and 8 channels that were safe. Furthermore, the choice of problem handling at the study location, namely for channels that are declared safe, canal normalization is carried out and for channels that are unsafe or overflow, re-planning of channel dimensions is carried out.

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