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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 234 Documents
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Analisa Umur Sisa Jalan Terhadap Beban Berlebih (Overloading) Dan Metode Perbaikan Jalan Di Gunung Selatan Kota Tarakan Daud Nawir
Borneo Engineering : Jurnal Teknik Sipil Volume 5 Nomor 1 Tahun 2021
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v5i1.2210

Abstract

This study aims to analyze the life of the rest of the road against overloading as well as road repair methods. In this calculation, the calculation of remaining life on the road section, analyzing the life of the pavement plan based on the cumulative results of ESAL on each vehicle load and the calculation of road repairs using component analysis method and ASSTHO 1993. Based on the results of the calculation of remaining life shows that each year experienced a decrease in the life of the plan which under normal conditions the remaining age of pavement planned since the road opened until the 5th year after the road opened is 29.42%. For alternative conditions of weight addition of 10%, the remaining age of pavement decreased from normal conditions occurred in the fourth year which showed the remaining lifespan of negative yields of – 4.01% . From this condition it is known that the pavement construction is not able to accommodate overloading until the age of the pavement plan for 10 years. The need for thick pavement for overlay on The South Mountain road using component analysis method obtained results of 7 cm while using AASHTO 1993 obtained results of 8 cm for the next 10 years by using laston MS.744 material. From both results showed that the planned pavement thickness gave relatively the same result, this is because the Component Analysis method is a modified AASHTO 1993 method.
Strategi Penanganan Daerah Rawan Kecelakaan Di Ruas Jalan Kota Pekanbaru Frans Tohom; Brasie Pradana Sela Bunga Riska Ayu
Borneo Engineering : Jurnal Teknik Sipil Volume 6 Nomor 2 Tahun 2022
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v1i2.2528

Abstract

The increase in population and the number of motorized vehicles is a factor causing the increase in traffic accidents. In the city of Pekanbaru there is an increase in the number of residents by 2.3% each year and an increase in the number of motorized vehicles by 6.8%. Traffic accidents in Pekanbaru were recorded as many as 576 incidents in the 2018-2020 period with the death toll increasing every year, added up to 38, 40, and 53 people. For this reason, this study aims to identify accident-prone locations, analyze accident characteristics, and develop strategies for handling accident-prone locations in the city of Pekanbaru. Identification of accident-prone locations is carried out using the frequency, AEK, and UCL methods. Analysis of accident characteristics is carried out using the 5W+1H approach. The results of the study indicate that the accident-prone location is the Jl. Siak II, Sp. Palas-City Boundary, and Jl. Yos Sudarso. Analysis of accident characteristics shows that the dominant type of accident that occurs is due to lack of anticipation with the type of front-to-front collision, involving a motorcycle, and occurring during the day. This study recommends 3 recommendations, namely: Traffic Engineering, Education, and Law Enforcement.
Pengaruh Serpih Sampah Plastik (Pet) Pada Campuran Aspal Beton Dengan Pemanfaatan Buton Rock Asphalt Dan Liquid Asbuton Daud Nawir
Borneo Engineering : Jurnal Teknik Sipil Volume 6 Nomor 1 Tahun 2022
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v1i1.2455

Abstract

Asbuton is a natural asphalt material that has greater resilience and elasticity compared to extraction asphalt. When exposed to the sun and rain, asbuton has a strong and solid nature, the texture is also elastic so it is less likely to crack. One of the wastes that continues to be used in the field of road pavement is the plastic waste used in this research, which is the type of polyethylene terephthalate (PET). A lot of plastic waste is generated every year but little can be used. This research was attempted to identify the effect of the use of Buton Rock Asphalt (BRA) and plastic waste as a combination of Asphalt Concrete Layer (Laston) in terms of Marshall characteristics by using liquid asbuton and alteration of plastic accumulation content of 0%, 4%, 6%, and 8%. . The result achieved is that the accumulation of BRA and plastic waste flakes into the AC-WC asphalt concrete combination can reduce the use of asphalt by 8% by weight of asphalt with an optimum asphalt content value of 6.5%. The results of the characteristics of the AC-WC mixture with the addition of plastic waste flakes show the value of VIM decreases, VMA decreases, VFB increases with increasing effective asphalt content, Flow decreases, Stability will increase, Marshal Quotien (MQ) increases. Residual marshall stability values can be achieved above 90%, and voids in the mixture at refusal densities can be achieved in the range of greater than 2%.
Konsumsi Bahan Bakar Akibat Buka Tutup Arus Lalu Lintas pada Jalan. Jl. Bts. Kota Lhokseumawe, Aceh Utara – Lhoksukon Km. 280 Provinsi Nanggroe Aceh Darussalam Endang Widjajanti; Muhammad Iqbal
Borneo Engineering : Jurnal Teknik Sipil Volume 6 Nomor 2 Tahun 2022
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v1i2.2468

Abstract

This study aims to determine the effect of vehicle queues on fuel consumption due to the opening and closing of traffic flows caused by drainage channels project throughout October 2020 on. Jalan. Bts. Lhokseumawe City/North Aceh – Lhoksukon Km. 280. The queue length analysis was calculated based on vehicle traffic flow in locations that have not been affected by the existence of open/close traffic flow activities and analysis of fuel consumption based on the length of delay and the number of vehicle queues using LAPI-ITB formula. The results showed that the queue of vehicles due to opening and closing of vehicle lanes for 6 hours (12.00 – 18.00 WIB) on holidays was 23% larger than the queue on weekdays. Vehicle queues for 6 hours on holidays cause additional vehicle fuel consumption for light vehicles (LV) of 424,15 liters, heavy vehicles (HV) of 53,09 liters, and motorcycles (MC) of 203,24 liters and  on weekdays causes additional fuel consumption for light vehicles (LV) as much as 342,66 liters, Heavy vehicles (HV) as much as 35,85 liters, and motorcycles (MC) as much as 203,24 liters.  Loss of fuel use due to queues caused by opening and closing roads on Jalan. Bts. Lhokseumawe City/North Aceh – Lhoksukon Km. 280 for 6 hours (12.00 – 18.00 WIB) on weekdays is 4.402.185,00 and on holidays it is Rp. 5.541.065,00.
Analisis Indeks Risiko Genangan Air di Kecamatan Tarakan Barat Kota Tarakan Rahmat Faizal; Zikri Alstony
Borneo Engineering : Jurnal Teknik Sipil Volume 6 Nomor 1 Tahun 2022
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v1i1.2486

Abstract

Almost every year the city of Tarakan experiences problems regarding standing water during the rainy season, especially in the West Tarakan sub-district which is the center of Tarakan City. This puddle not only submerged settlements and offices but also shops and road access which caused considerable economic losses. This can be overcome by analyzing the risk of waterlogging where each area has a different level of vulnerability. The purpose of this study is to determine high, medium, and low risk areas for standing water in the Drainage Area of West Tarakan District, Tarakan City. The research implementation method includes data collection (institutional and field surveys), analyzing the index of vulnerability, vulnerability and capacity and analyzing the flood risk map. The index analysis is carried out through simulated parameter score analysis. Based on the results of the analysis of the research data, it can be concluded that the water inundation risk index in the West Tarakan District is as follows, the sub-districts that are on the highest risk index are Karang Anyar sub-district, then Karang Rejo village, kelurahan Karang balik and Kelurahan Karang Newar Pantai Nerda is at index 2 or is at a moderate risk index, then the kelurahan that has the lowest risk index is Hope Reef with a risk index of 1
Perbandingan Ketentuan dan Analisis Detailing Hubungan Balok-Kolom Berdasarkan SNI 2847:2013 dan SNI 2847:2019 Syafri Wardi; Sulaiman Yusuf Ardiansyah
Borneo Engineering : Jurnal Teknik Sipil Volume 6 Nomor 2 Tahun 2022
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v1i2.2430

Abstract

Recent earthquakes in Indonesia have caused significant damage to many buildings, especially because the beam-column joints did not satisfy the detailing requirements for the seismic-resistant building. SNI 2847: 2013 is an Indonesian code for designing concrete buildings, which has been updated to SNI 2847:2019, consist of several new provisions related to detailing beam-column joints. This study discusses the comparison of detailing requirements based on the two codes and compares the analysis of detailing of the beam-column joints in a focused building, a five-story building which represents a medium rise building. The comparison of detailing requirements for beam-column joint according to SNI 2847:2013 and SNI 2847:2019 showed that SNI 2847:2019 has several new requirements related to the height of the joint, standard hooks in an exterior joint, headed bar, and transverse reinforcement in the joint. Then, comparing the results of analysis of detailing of the beam column joints in the focused building showed that there is no different on the detailing results of the joints according to SNI 2847:2013 dan SNI 2847:2019.
Pengaruh Nilai CBR Tanah Bermasalah Yang Distabilisasi Dengan Fly ash di Wilayah Perbatasan Provinsi Kaltara Fuad Harwadi; Hasrullah Hasrullah; Rachel Zandra Singal
Borneo Engineering : Jurnal Teknik Sipil Volume 6 Nomor 3 Tahun 2022
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v1i1.3206

Abstract

In construction problem soils are often encountered, as well as in the border area of North Kalimantan Province, there are problematic soils such as peat soil and expansive soil. Problematic soils have low bearing capacity and high compressibility, therefore it is necessary to make improvements in problematic soils. One of the soil improvements whose application is quite easy and relatively inexpensive to implement is stabilization. This research uses coal waste material (fly ash) as a stabilizer from PLTU Sekayan in Apung village, Kaltara Province. The purpose of this study was to obtain changes in the CBR parameters on peat soil and expansive soil by mixing fly ash with variations in the addition of fly ash by 20%, 40%, and 60%, and through curing for 20, 30, 40, and 60 days. The analysis is presented in graphical form by comparing the original soil that has not been stabilized and the soil that has been stabilized with fly ash. From this research, it was found that the addition of a stabilizing agent in the form of fly ash can increase the CBR value in problematic soils. In the expansive soil CBR test in the laboratory, there was a very large increase in the CBR value, namely from the initial condition of 2,65% to 33.7% with the addition of 60% fly ash and a curing period of 60 days. On peat soil, the initial CBR value was 0,79% to 9.8% with the addition of 60% fly ash and a curing period of 60 days.
Pengaruh Penambahan Polimer Poliakrilamida Terhadap Plastisitas dan Daya Dukung Tanah Lokal Sebagai Material Timbunan Anna Dewi; Dewi Amalia; Lindung Zalbuin Mase; Ery Radya Juarti; Apip Pudin
Borneo Engineering : Jurnal Teknik Sipil Volume 6 Nomor 3 Tahun 2022
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v1i1.2897

Abstract

The difficulty of obtaining embankment material as a road foundation is one of the problems in the construction of road infrastructure. Furthermore, soil with a low bearing capacity value can damage the road structure. Soil improvement with local soil stabilization is an effective solution to reduce construction costs in the procurement of embankment material. However, the soil quality in an area varies and does not always meet the requirements of the embankment material. From this, it can be concluded that there is need for soil improvement, one of which is soil stabilization with polymer. In this study, Cisasawi soil material was mixed with synthetic polymer polyacrylamide (PAM) in concentrations ranging from 0,2%, 0,4%, 0,6%, 0,8%, and 1%, and then atterberg limits and CBR laboratory were determined. At the end,  an observations was made to the effect of adding PAM for plasticity and bearing capacity of soil. The results of the tests show that adding PAM to the original soil can reduce the plasticity value by 22,27% and increase the bearing capacity by 21,0% and 29,2% in unsoaked and soaked condition. According to the findings of this study, the role of PAM can increase the bearing capacity of the original soil, causing the soil to become embankment material. 
Uji Kesesuaian Kuat Tekan Paving Block Menggunakan Bahan Dasar Sampah Plastik PET dan LDPE dengan SNI 03-0691-1996 Fithriyah Patriotika; Suryanti Suraja Pulungan; Nurhasana Siregar
Borneo Engineering : Jurnal Teknik Sipil Volume 6 Nomor 3 Tahun 2022
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v1i1.2864

Abstract

Sampah menjadi masalah yang serius bagi semua negara di dunia, termasuk Indonesia. berdasarkan data BPS tahun 2021 jumlah sampah plastik di Indonesia mencapai 66 Juta ton per tahun, jumlah sampah terbesar kedua adalah plastik sebesar 15,7%. Untuk mereduksi jumlah sampah plastik recycle merupakan salah satu solusinya. Penggunaan sampah plastik sebagai bahan campuran atau sebagai bahan dasar pembuatan paving block adalah salah satu cara pemanfaatan  ulang sampah plastik. Permasalahan dalam penelitian ini adalah bagaimana pengaruh campuran antara plastik PET dan LDPE sebagai bahan dasar ditinjau dari kuat tekannya dan  apakah paving block dengan campuran plastik PET dan Plastik LDPE dapat masuk standar mutu yang dipersyaratkan menurut SNI 03-0691-1996. Metoda yang digunakan dalam pembuatan paving block dengan bahan dasar sampah plastik PET dan LDPE adalah metode eksperimental dan benda uji yang digunakan dalam penelitian ini sebanyak 54 buah dengan variasi campuran PET dibanding LDPE: 100:0%; 90:10%; 80: 20%; 70: 30%; 60:40%; 50:50%. Setiap variasi terdiri dari 3 benda uji, setiap benda uji dilakukan pengujian pada hari ke 7, 14, 28. Dari hasil pengujian diketahui bahwa paving block dengan bahan dasar sampah plastik PET dan LDPE berdasarkan kuat tekannya sesuai dengan SNI 03-0691-1996 dengan nilai kuat tekan rata-rata paling besar berada pada komposisi campuran sampah plastik PET 50% dan 50% sampah plastik LDPE sebesar 26,22 MPa dengan masa perawatan benda uji selama 28 hari dengan kualitas mutu B (kuat tekan rata-rata 20 MPa).
Analisis Kombinasi Metode Pengukuran Terestrial Dan Fotogramteri Pada Penyusunan Master Plan Sekolah NU Kota Tarakan Edy Utomo; Wahyu Hidayat; Yudi Chandra
Borneo Engineering : Jurnal Teknik Sipil Volume 6 Nomor 3 Tahun 2022
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v1i1.2996

Abstract

Survey and mapping work can basically be done by various methods. Like terrestrial, photogrammetric and extraterrestrial methods, which generally have the same goal of projecting the earth surface into a topographic map at a certain scale. In this study, an exploration was carried out regarding the collaboration between the terrestrial method and photogrammetry in the depiction of topographic maps, which would provide more representative results. The object of this research is the land belonging to the PCNU of Tarakan City, which will be built as a school, where this land has a fairly steep surface relief. This study also provides comparison results from the application of the two measurement methods, which are applied to extreme land. Based on the analysis carried out, several research results were obtained, namely: The average percentage of the X,Y and Z coordinate of the two methods was 12,71% where a significant difference occurred in the altitude or Z component, which was 38,12% while the coordinate component X and Y have a difference value of 0,00%. The shape of the depiction of the soil relief produces an image that is close to the real condition, this can be seen from the contour shape that follows the shape of the soil relief on the sand cliff and tends to be random. The method that is suitable for use in the case of the object of this research is the photogrammetric method, because the steep terrain and irregular soil relief make it difficult to apply the terrestrial method, besides that the terrestrial method with the application of sampling point coordinates is not accurate to produce relief of the ground surface conditions actually.

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