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All Journal Gorontalo Journal of Infrastructure and Science Engineering RADIAL : Jurnal Peradaban Sains, Rekayasa dan Teknologi
Sartan Nento
Universitas Gorontalo, Fakultas Teknik, Program Studi Teknik Sipil
Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Electrical & Electronics Engineering Energy Engineering

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ANALISIS DAN EVALUASI KINERJA BUNDARAN SARONDE KOTA GORONTALO Sartan Nento; Rahman Abdul Djau; Muh. Maulana Malik Ibrahim
RADIAL : Jurnal Peradaban Sains, Rekayasa dan Teknologi Vol 10 No 1 (2022): RADIAL
Publisher : Universitas Bina Taruna Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (960.876 KB) | DOI: 10.37971/radial.v10i1.259

Abstract

Abstrak: Analisis Dan Evaluasi Kinerja Bundaran Saronde Kota Gorontalo. Dengan semakin banyaknya pembangunan yang terjadi di Kota Gorontalo, maka perlu adanya tinjauan ulang atau evaluasi terhadap prasarana transportasi sebagai penunjang mobilisasi masyarakat Gorontalo. Evaluasi tersebut dilakukan di bundaran Saronde yang merupakan penghubung Pusat Kota Gorontalo, area kampus Universitas Negeri Gorontalo, pusat perbelanjaan Gorontalo Mall, lapangan Taruna Remaja Gorontalo, serta Rumah Dinas Gubernur Gorontalo. Padahal keberadaan dan peran bundaran Saronde Kota Gorontalo sangat penting bagi dinamisasi lalu lintas masyarakat sekitar yang menggunakan akses bundaran tersebut. Tujuan utama dari penelitian ini yaitu adalah menganalisis hal apa saja yang mempengaruhi kemacetan lalu lintas di Bundaran Saronde kota Gorontalo. Metode pengujian menggunakan penelitian kualitatif dimana pengumpulan datanya dilakukan dengan cara survei volume kendaraan, survei kecepatan kendaraan, serta survei geometri jalan yang kemudian dianalisa dengan menggunakan metode perhitungan dari Manual Kapasitas Jalan Indonesia (MKJI, 1997). Berdasarkan hasil penelitian yang telah dilakukan dapat disimpulkan bahwa kondisi arus lalu lintas atau kinerja yang terjadi pada Bundaran Saronde Kota Gorontalo pada kondisi existing atau tahun 2020 ini sudah melebihi kapasitas yang ada yaitu nilai derajat kejenuhan = 0.974 dan tundaan bundaran rata-rata = 18.06 det/smp. Kondisi existing geometri Bundaran Saronde Kota Gorontalo tidak sesuai dengan peraturan Manual Kapasitas Jalan Indonesia 1997, yaitu dengan diameter bundaran 5.50 meter. Abstract: Analysis and Evaluation of the Performance of the Saronde Roundabout in Gorontalo City. With the increasing number of developments taking place in the City of Gorontalo, it is necessary to review or evaluate the transportation infrastructure as a support for the mobilization of the Gorontalo community. The evaluation was carried out at the Saronde roundabout, which is the link to Gorontalo City Center, the Gorontalo State University campus area, the Gorontalo Mall shopping center, the Gorontalo Youth Youth field, and the Gorontalo Governor's Office House. In fact, the existence and role of the Gorontalo City Saronde roundabout is very important for the traffic dynamics of the surrounding community who use the roundabout access. The main purpose of this study is to analyze what things affect traffic congestion at the Saronde roundabout, Gorontalo city. The test method uses qualitative research where data collection is carried out by means of vehicle volume surveys, vehicle speed surveys, and road geometry surveys, which are then, analyzed using the calculation method from the Indonesian Road Capacity Manual (MKJI, 1997). Based on the results of the research that has been carried out, it can be concluded that the traffic flow conditions or performance that occurred at the Saronde Roundabout in Gorontalo City in existing conditions or in 2020 have exceeded the existing capacity, namely the degree of saturation = 0.974 and the average roundabout delay = 18.06 sec/ junior high school. The existing geometry of the Saronde Roundabout in Gorontalo City is not in accordance with the 1997 Indonesian Road Capacity Manual, which is 5.50 meters in diameter.
OPTIMALISASI BIAYA PENGGUNAAN ALAT BERAT UNTUK PEKERJAAN GALIAN PADA PENINGKATAN BENDUNGAN KARYA AGUNG sartan nento
Gorontalo Journal of Infrastructure and Science Engineering Vol 4, No 1 (2021): Gorontalo Journal Of Infrastructure And Science Engineering
Publisher : Universitas Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32662/gojise.v4i1.1470

Abstract

This article talks about the optimization, schedule, and selection of equipment for each type of construction work which is very important to do in order to optimize operational and support capabilities for other equipment. Heavy equipment is very expensive and its contribution is quite dominant in the improvement of the Karya Agung dam project in Wonosari District, so that efficient action is needed by utilizing the resources themselves. This study aims to determine the cost efficiency of heavy equipment needs in the excavation work project in the improvement of the Karya Agung Dam, Wonosari District. This research was conducted using a quantitative method with the Line of Balance method, then plotted the difference in the cost of heavy equipment contained in the contract document of Rp. 5,347,800,048.53 and the implementation of Rp. 2,356,634,697. From the calculation of equipment requirements, 10 units of 4 m3 Dump Truck, 3 PC-200 Excavator, 1 Unit Grader Motorbike, 1 Unit Bulldozer, and 1 Unit Vibrator Roller The qualitative method is divided into 1 part, namely equipment productivity, or the results of equipment capacity and equipment time which can predict equipment performance requirements with efficiency factors in the field and material conditions.Artikel ini berbicara mengenai Optimalisasi, jadwal, dan pemilihan peralatan untuk setiap jenis pekerjaan konstruksi sangat penting dilakukan guna mengoptimalkan kemampuan operasional dan penunjang terhadap peralatan lain. Alat berat tersebut sangat mahal dan kontribusinya cukup dominan dalam peningkatan proyek bendungan Karya Agung Kecamatan Wonosari, sehingga diperlukan tindakan yang efisien dengan memanfaatkan sumber daya itu sendiri. Penelitian ini bertujuan untuk mengetahui efisiensi biaya kebutuhan alat berat pada proyek pekerjaan ekskavasi di peningkatan Bendungan Karya Agung Kecamatan Wonosari. Penelitian ini dilakukan dengan menggunakan metode kuantitatif dengan metode Line of Balance, kemudian diplotkan selisih biaya alat berat yang terdapat dalam dokumen kontrak sebesar Rp. 5.347.800.048,53 dan implementasinya Rp. 2.356.634.697. Dari hasil perhitungan kebutuhan peralatan didapatkan Dump Truck 4 m3 sebanyak 10 unit, Excavator PC-200 3 unit, Sepeda Motor Grader 1 Unit, Bulldozer 1 unit, dan Vibrator roller 1 Unit. Metode kualitatif dibagi menjadi 1 bagian yaitu produktivitas peralatan, atau hasil kapasitas peralatan dan waktu peralatan yang dapat memprediksi kebutuhan kinerja peralatan dengan faktor efisiensi di lapangan dan kondisi material
ANALISIS KARAKTERISTIK BETON MENGGUNAKAN TEMPURUNG KELAPA PENGGANTI SEBAGIAN AGREGAT KASAR DENGAN MUTU FC 20 MPA Sartan Nento; Julius Tri Octavian R. Abdullah; Nurhayati Doda; Muh. Ramdhan Olii; Rahman A Djau
RADIAL : Jurnal Peradaban Sains, Rekayasa dan Teknologi Vol 10 No 2 (2022): RADIAL
Publisher : Universitas Bina Taruna Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Abstrak: Analisis Karakteristik Beton Menggunakan Tempurung Kelapa Pengganti Sebagian Agregat Kasar Dengan Mutu Fc 20 MPA. Teknologi bahan serta teknik-teknik pelaksanaan yang diperoleh dari hasil penelitian dan percobaan dimaksudkan untuk menjawab tuntutan yang semakin tinggi terhadap pemakaian beton serta mengatasi kendala-kendala yang sering terjadi pada pengerjaan di lapangan. Peningkatan mutu beton dapat dilakukan dengan memberikan bahan ganti atau bahan tambah, Salah satu bahan alternatif yang dapat digunakan sebagai bahan pengganti yaitu pecahan tempurung kelapa. Penelitian ini bertujuan untuk mengetahui karakteristik, nilai kuat tekan beton pada umur 28 hari yang telah menggunakan pecahan tempurung kelapa pengganti sebagian agregat kasar pada kadar 3%, 5.5%, 7.5%, 9.5% dan 11.5%. Pengumpulan data dilakukan dengan uji Laboratorium berdasarkan SNI 2012. Analisis data dilakukan dengan menghitung rata-rata hasil pengujian kemudian dibandingkan dengan SNI-7656 2012. Dari hasil penelitian pada kadar 3% tempurung kelapa didapatkan nilai kuat tekan 20.66 MPA di bandingkan dengan kuat tekan beton normal rencana menurut SNI 7656: 2012 yaitu 20 MPA mengalami kenaikan sebesar 3.3%. Jadi dengan menggunakan Pecahan tempurung kelapa sebagai bahan pengganti sebagian agregat kasar pada campuran beton dapat menghasilkan nilai kuat tekan beton lebih tinggi daripada kuat tekan yang direncanakan. Kata kunci :Tempurung Kelapa; Agregat Kasar; Beton Abstract: Analysis of Concrete Characteristics Using Coconut Shell as Partial Substitute for Coarse Aggregate with Fc Quality 20 MPA. Material technology and implementation techniques obtained from the results of research and experiments are intended to answer the increasingly high demands on the use of concrete and overcome obstacles that often occur in field work. Improving the quality of concrete can be done by providing substitute materials or added materials. One alternative material that can be used as a substitute is coconut shell fragments. This study was conducted to determine the characteristics of the compressive strength of concrete at the age of 28 days using coconut shell fraction as a partial replacement for coarse aggregate at levels of 3%, 5.5%, 7.5%, 9.5% and 11.5%. Data collection was carried out by laboratory tests based on SNI 2012. Data analysis was carried out by calculating the average test results and then compared with SNI-7656 2012. From the results of the study at the level of 3% coconut shell, the compressive strength value of 20.66 MPA was compared with the compressive strength of normal concrete. The plan according to SNI 7656: 2012 which is 20 MPA increased by 3.3%. Therefore, by using coconut shell fragments as a partial substitute for coarse aggregate in the concrete mixture, it can produce a higher compressive strength value of concrete than the planned compressive strength. Keywords: coconut shell; Coarse Aggregate; Concrete
PERENCANAAN GEDUNG RAWAT INAP RS MM DUNDA MENGUNAKAN SOFTWARE SAP 2000 Sartan Nento; Abdul Rajab Otto; Muh Ramdhan Olii; Aleks Olii; Nurhayati Doda
RADIAL : Jurnal Peradaban Sains, Rekayasa dan Teknologi Vol 11 No 2 (2023): RADIAL
Publisher : Universitas Bina Taruna Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37971/radial.v11i2.413

Abstract

This research aims to analyze the structural analysis of a building using software Since computerization is used to complete every building plan or design, the development of technology and information, especially computerization in the world of construction, cannot be separated anymore and is not a new phenomenon. The decision to use a computer to complete construction plans was based on the fact that computers have the advantage of not only being able to finish quickly but also having accuracy, effectiveness, and ease of use (Dwi Deshariyanto, Anita Intan Nura Diana 2021). The following findings have been achieved based on the final results of the development of this final report. using the SAP 2000 version 22 program to calculate reinforcement in columns, beams, and floor slabs, Using earthquake response spectrum design analysis, earthquake load calculations refer to SNI 1726: 2019 (Procedures for Planning Earthquake Resistance for Buildings and Non-Buildings), The design of this building is based on the type of reinforced concrete structure and the Unique Moment Resisting Frame System (SRPMK). The floor difference is in accordance with the relevant SNI criteria
Co-Authors Abdul Rajab Otto Aleks Olii Julius Tri Octavian R. Abdullah Muh. Maulana Malik Ibrahim Nurhayati Doda Olii, Muhammad Ramdhan Rahman A. Djau