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Jurnal Inovtek Seri Teknik Sipil dan Aplikasi (TekLA)
Published by Politeknik Negeri Bengkalis
ISSN : -     EISSN : 2715842X     DOI : https://doi.org/10.35314/tekla.v4i1
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Materials Science & Nanotechnology
Jurnal Inovtek Seri Teknik Sipil dan Aplikasi (TeKLA) adalah jurnal yang di jadwalkan terbit dua kali setahun. memuat artikel terkait dengan ilmu rekayasa struktur dan material, ilmu pondasi dan tanah pendukung, rekayasa hydro dan bangunan air, rekayasa transportasi dan perkerasan jalan, manajemen konstruksi serta ilmu pengukuran dan pemetaan. Jurnal Inovtek Seri Teknik Sipil dan Aplikasi (TeKLA) disuport oleh dewan redaksi nasional dan internasional yang merupakan peneliti handal dibidangnya. Selain itu TeKLA menerima paper yang berasal dari peneliti, civitas akademik, dan praktisi yang berhubungan dengan bidang Teknik Sipil. Ruang lingkup jurnal TeKLA: Teknik Struktural Beton pracetak untuk konstruksi laut Bahan Konstruksi Rekayasa Geoteknik Teknik Lingkungan Teknik Sumber Daya Air Perencanaan dan Manajemen Transportasi Desain dan Perkerasan Jalan Struktur Jembatan Manajemen Konstruksi Gempa Bumi dan Tsunami Topik studi lain yang relevan
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 73 Documents
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Inventarisasi Kerusakan Jalan SDN 04 Damon Bengkalis Dengan Metode PCI Menggunakan ArcGIS 10.8 Saputra, Yogi Andri; Saputra, Hendra
Jurnal TeKLA Vol 6, No 1 (2024): Vol.6 No.1 Juli 2024
Publisher : Politeknik Negeri Bengkalis

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35314/tekla.v6i1.3485

Abstract

This study applies the Pavement Condition Index (PCI) method integrated with ArcGIS 10.8 for Road Damage Data Inventory in SDN 04 Damon, Bengkalis District. This research aims to identify and analyze road conditions around the school, with a focus on road segments that receive a "poor" score according to the PCI. Damage data is obtained through field surveys, then analyzed using the PCI method and ArcGIS spatial visualization. The results reveal that several road segments are classified as "poor," potentially affecting student mobility and safety. The integration of PCI and ArcGIS provides essential information for making accurate road maintenance decisions. This study highlights the importance of road maintenance around educational environments while showcasing the potential of geospatial technology in infrastructure assessment and maintenance. The implications of these findings support the efforts of schools and local governments to improve road conditions and ensure student safety.
STUDI KOMPARASI EKSPERIMENTAL BALOK BETON BERTULANG DENGAN MENGGUNAKAN ABAQUS CAE SEBAGAI PERBANDINGAN NILAI BEBAN DAN LENDUTAN Bernando, Nofri; Jauhari, Zev Al; Garcya, Muhammad Gala
Jurnal TeKLA Vol 6, No 1 (2024): Vol.6 No.1 Juli 2024
Publisher : Politeknik Negeri Bengkalis

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35314/tekla.v6i1.3471

Abstract

Effective field testing of concrete structures requires a great deal of rigor and understanding the response and behavior to concrete loads. The bending of the beam tends to be smaller, so reinforcing steel is used to increase the displacement of the beam. However, errors often occur in the implementation so that there is often a decrease in the quality of the concrete. The arrangement of the reinforcement is not in accordance with the requirements for the load received, so it is necessary to create a model according to the load to be applied without conducting multiple trials (trial errors). The abaqus CAE software is a modeling application that belongs to the Finite Element. Modeling reinforced concrete beams in the abaqus application for this study is expected to get results close to experimental tests in the field. namely the comparison between experimental test results of reinforced concrete beams with the results of analysis in the abaqus CAE software. The results of flexure testing of reinforced concrete beams in the field obtained a maximum load value of 106.22 KN with a deflection of 1.126 mm. While the modeling of reinforced concrete beams in the abaqus application obtained a maximum load value of 146.203 KN with a deflection of 4.83 mm.
PERENCANAAN GEOMETRIK JALAN BERBASIS BIM PADA JALAN PELABUHAN BANDAR SETIA RAJA - BERANCAH Ihsan, Fikri Nugraha; Saputra, Hendra
Jurnal TeKLA Vol 5, No 2 (2023): Vol. 5 No. 2 Desember 2023
Publisher : Politeknik Negeri Bengkalis

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35314/tekla.v5i2.3463

Abstract

In line with the times, the world of construction is faced with various challenges, one of which is the demand for visualization both in project design and during post-implementation. Using digital data, BIM can identify project risks as well as actual physical conditions optimally. In addition, the implementation of BIM makes the design and construction process leaner and more transparent, improves accuracy in calculations, avoids mistakes during planning to implementation, and shortens execution time. In other words, BIM improves efficiency and accuracy through coordination between construction stakeholders. By utilizing BIM in the planning of Bandar Setia Raja-Berancah Port Road, Bengkalis District, Bengkalis Regency, Riau, BIM-based road geometric planning was carried out. The application of BIM is carried out in several stages, namely data collection, creating a geometric planning concept in Autodesk Infraworks, and then exporting it to Autocad Civil 3D to make detailed planning and calculation drawings. The conclusion obtained from this study is that BIM technology makes it very easy to make road geometric planning using Autodesk Infraworks and Autocad Civil 3D software, as well as to overcome the demands of project visualization.
OPTIMASI KINERJA PELABUHAN RORO AIR PUTIH BENGKALIS Riswanda, Aidil; Saputra, Hendra; Lisya, Mutia
Jurnal TeKLA Vol 6, No 1 (2024): Vol.6 No.1 Juli 2024
Publisher : Politeknik Negeri Bengkalis

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35314/tekla.v6i1.3496

Abstract

Air Putih RoRo Port is a port with very dense crossing activities, with vehicle queue conditions that exceed ship services on weekdays and national holidays, so it is necessary to evaluate port performance to get steady state, optimal ship service time and port productivity growth. The methods used in evaluating port performance due to vehicle queues and ship services are using the steady state substitution method and least squares linear regression. The results of the analysis with the steady state substitution method by adding 1 pier, the steady state value becomes < 1 and using the least squares linear regression method, the annual growth value of passengers is 5.32%, two-wheeled vehicles 4.61%, four-wheeled vehicles 9.15%, and six-wheeled vehicles 8.41%. From this analysis, it can be concluded that the addition of 1 pier the level of ship service is optimal in handling vehicle queues and passenger / vehicle productivity increases every year at the Air Putih RoRo Port.
Quantity Take Off pada Perencanaan Gedung Apartemen Menggunakan BIM Revit Yadi, Seplika; Yusuf, Effendi; Soebandono, Bagus
Jurnal TeKLA Vol 5, No 1 (2023): Vol. 5 No. 1 Juli 2023
Publisher : Politeknik Negeri Bengkalis

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35314/tekla.v5i1.3422

Abstract

The volume of work and materials in construction is one of the important aspects that can affect the budget of a construction as well as the procurement of materials. Small mistakes and the lack of accuracy of an estimator and quantity surveyor can cause cost overruns in the budget of a construction so that a method is needed to minimize the human error. Building Information Modeling (BIM) is one method that can be used to accurately represent materials and construction volumes where modeling utilizes digital modeling to support the Virtual Design and Construction (VDC) process. Revit is a software that implements the BIM system. The advantages of Revit are that apart from having a variety of families and items to support 3D modelling, Revit can do material take-off up to a layer, making it possible to do quantity take off with materials that have many layers. Revit can also detect clash detection which can detect collisions between fields before construction begins, which is very helpful in the construction process.
Analisis Kerusakan Jalan Menggunakan Pemetaan GIS (Studi Kasus: Jalan Jenderal Sudirman) Lisya, Mutia; Abrar, Aidil; Nurhidayah, Nurhidayah
Jurnal TeKLA Vol 6, No 1 (2024): Vol.6 No.1 Juli 2024
Publisher : Politeknik Negeri Bengkalis

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35314/tekla.v6i1.3067

Abstract

Jalan merupakan peranan penting dalam kehidupan manusia. Kerusakan yang terjadi pada suatu ruas jalan akan mengganggu kelancaran arus lalu lintas. Untuk mengetahui kerusakan jalan diperlukan analisis penyebab kerusakan jalan. Pada saat perencanaan pembangunan jalan diharapkan dapat berfungsi secara maksimal dan selama mungkin, tetapi perkerasan jalan tidak akan utuh selamanya. Karena itu, masa pelayanan suatu konstruksi jalan telah habis dan telah mencapai indeks permukaan akhir yang diharapkan, maka perlu diberikan lapis tambahan untuk dapat kembali mempunyai nilai kekuatan, tingkat kenyamanan, tingkat kedap air, dan tingkat kecepatan mengalirkan air. Penelitian ini bertujuan untuk mengetahui jenis-jenis kerusakan jalan dengan menggunakan Pemetaan Sistem Informasi Geografis, menentukan kondisi kerusakan jalan berdasarkan kategori yang ada, sehingga dapat menentukan cara perbaikan kerusakan jalan yang disurvei. Penyusunan tugas akhir ini menggunakan Metode Bina Marga. Untuk mencapai tujuan tersebut diperlukan data primer yang dapat disurvei dilapangan yang menjelaskan tentang Jenis Kerusakan, Lalu  Lintas Harian, Sistem Informasi Geografis, gambar dokumentasi. Setelah data-data diatas, selanjutnya dapat dilakukan analisis data untuk mendapatkan nilai atau tingkat kerusakan, pemeliharaan berdasarkan jenis kerusakan dan tingkat kerusakan. Hasil penilaian kondisi jalan berdasarkan Metode Bina Marga yaitu kondisi jalan Sudirman masih dalam keadaan baik. Hasil yang didapat tersebut digunakan untuk menentukan cara perbaikan jalan dengan tingkat kerusakan.
DESAIN JEMBATAN SUNGAI MENGKOPOT DENGAN MENGGUNAKAN PCI GIRDER PRATEGANG Junaidi, Junaidi; Pribadi, Juli Ardita
Jurnal TeKLA Vol 5, No 2 (2023): Vol. 5 No. 2 Desember 2023
Publisher : Politeknik Negeri Bengkalis

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35314/tekla.v5i2.3498

Abstract

The Mengkopot River Bridge is located on the border between Pisang Village and Mengkopot Village. The river bridge is dismantled using wood material as the bridge floor plate, which is the main access link between villages and even sub-districts. This plan uses SNI 1725:2016 loading with prestressed concrete. This planning aims to obtain the effective dimensions and loading that occurs on the bridge. This bridge planning refers to SNI 1725:2016 concerning bridge loading, and SNI T-12-2004 concerning concrete structure planning for bridges. Based on the results of the calculation of the superstructure of the bridge, it is planned with a span length of 55.96 m, 3 spans are planned, with a span length of 18.65 m each and a bridge width of 7.5 m. Concrete quality on Slab K-250 m with a thickness of 0.2 m using negative bending and positive bending reinforcement, namely the main reinforcement D16-250 mm and reinforcement for D13-300 mm. Whereas for prestressed concrete use a PCI Girder profile with a height of 1.7 m, the distance between the girders is 2 m, and the quality of the concrete is Presstress K-602.41. Number of tendons 5 pieces with 95 cable strands. From the calculation results, the nominal moment (Mn) of the prestressed beam is 13427.170 kNm, and the ultimate moment capacity (Mu) is 12084.453 kNm.
ANALISIS BIAYA PERAWATAN DAN PERBAIKAN JEMBATAN BAJA JEMBATAN SUNGAI KEMBUNG LUAR Syamsuriyadi, Syamsuriyadi; Gunawan, Gunawan
Jurnal TeKLA Vol 6, No 1 (2024): Vol.6 No.1 Juli 2024
Publisher : Politeknik Negeri Bengkalis

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35314/tekla.v6i1.3505

Abstract

In everyday life, the bridge is a means of accommodation that supports the smooth flow of traffic around the world, including Indonesia. A bridge is a structure that is built across rivers or other traffic barriers, so if a bridge is damaged, this is felt to disturb the comfort of traffic. One of the problems of bridge damage that occurred was damage that occurred beyond estimates that required inspection to get the right action. The purpose of this study is to analyze the estimated cost of maintaining and repairing steel bridges.            The research method used in this research is descriptive quantitative. One of the problems of bridge damage that occurred was damage that occurred beyond estimates that required inspection to get the right action. After conducting a direct survey, it was found that the damage had occurred and this research refers to the 2018 revision of the 2nd revision of the 2018 Bina Marga, so maintenance and repairs have been arranged in division 8 and division 10. The estimated cost of maintaining / repairing the Sungai Kembung Luar bridge is IDR 340,640,000. 00 and as for the estimated cost of work that occurs repeatedly on the Sungai Kembung Luar bridge for the next 30 years, it amounts to IDR 1,492,383,104.41.
DESAIN PERKUATAN GEOTEXTILE PADA TIMBUNAN KHUSUS STUDI KASUS JALAN TOL RUAS PEKANBARU PADANG SEKSI BANGKINANG PANGKALAN STA 1+035 IC Afrilia, Missi; Junaidi, Junaidi
Jurnal TeKLA Vol 5, No 2 (2023): Vol. 5 No. 2 Desember 2023
Publisher : Politeknik Negeri Bengkalis

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35314/tekla.v5i2.3721

Abstract

The bearing capacity of a soil is the ability of a soil to safely withstand the stresses placed on it without causing shear collapse and excessive settlement. The lack of bearing capacity of the subgrade at the location causes two problems, namely due to the height of the embankment reaching 10 m, it will cause landslides and collapse of the bearing capacity of the subgrade. This paper aims to determine how many safety factors occur manually and using the XSTABLE application and how many layers of geotextile are needed. From the results of analysis and calculation obtained (SF) that occurs without reinforcement is 0.701 (soil without load), 0.688 (soil plus structural load), 0.694 (soil plus truck load), 0.624 (soil plus earthquake load), and 0.548 (soil plus all loads). The maximum embankment height that can be done without reinforcement is 2.51 m high with SF 1.5 and the number of geotextile layers required is if the geotextile specification used is woven type 100 - 50 with Sv 0.2 m, there are 46 layers with layers 1-34 using 2 sheets of geotextile. As for the specification of geotextile woven 200 - 50 with Sv 0.25, there are 32 layers with layers 1-5 using 2 sheets of geotextile and Sv 0.4m 25 layers with layers 1-17 using 2 sheets of geotextile.
STUDI PERBANDINGAN NILAI BEBAN DAN LENDUTAN EKSPERIMENTAL BALOK BETON BERTULANG DENGAN TAMBAHAN SIKACIM COCRETE ADDITIVE MENGGUNAKAN ABAQUS CAE Andi, Septian Rizki; Al Jauhari, zev; Garcya, Muhammad Gala
Jurnal TeKLA Vol 6, No 1 (2024): Vol.6 No.1 Juli 2024
Publisher : Politeknik Negeri Bengkalis

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35314/tekla.v6i1.3497

Abstract

Effective testing of concrete structures in the field requires a lot of precision and understanding the response and behavior of loads, namely the comparison between experimental test results of reinforced concrete beams and the results of analysis in the CAE abaqus software. The abaqus CAE software is a modeling application that belongs to the Finite Element. Concrete with high quality is quite difficult to work. Therefore, the chemical Sikacim Concrete Additive is added to make work easier and maintain the quality of the concrete. This research will be a recommendation on the reinforcement placement arrangement that can increase the load value of the test object. Modeling reinforced concrete beams in the abaqus application for this study is expected to get results close to experimental tests in the field. The result with the addition of Sikacim Concrete Additive of 1% by weight of cement to the compressive strength of concrete has increased from normal concrete, namely from 25.81 MPa to 28.98 MPa. The results of flexure testing of reinforced concrete beams in the field obtained a maximum load value of 123.18 KN with a deflection of 1,07 cm. While the modeling of reinforced concrete beams in the abaqus application obtained a maximum load value of 155,738 KN with a deflection of 0.565  cm. the deflection of these 2 variations is a better recommendation compared to field testing and abaqus modeling without variations. The deflection in variation 1 is 0.485 cm with a load of 155.73 KN and variation 2 is 0.413 cm with a load of 178.477 KN.

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