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All Journal Jurnal Vokasi Sains dan Teknologi Jurnal-Teknik Sipil Arsitek Perencanaan Wilayah (J-TSIAP)
Mohamad Januar Fuad
STITEK Bina Taruna Gorontalo
Agriculture, Biological Sciences & Forestry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Education Engineering Environmental Science Immunology & microbiology Industrial & Manufacturing Engineering Mathematics Physics Social Sciences Other

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ANALISA KINERJA RUAS JALAN KALIMANTAN KOTA GORONTALO Reren Mahmud
Jurnal Teknik Sipil, Arsitek, Perencanaan Wilayah (J-TSIAP) Vol. 1 No. 1 (2022): Jurnal Teknik Sipil Arsitektur Perencanaan Wilayah (J-TSIAP)
Publisher : Universitas Bina Taruna Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37971/j-tsiap.v1i1.50

Abstract

This research was conducted on the road in Kalimantan Gorontalo City using the 1997 MKJI method. The data taken were primary data and secondary data. The Kalimantan road section is categorized as a busy road with traffic. This is because Kalimantan road is a commercial road where there are schools, settlements, cafes, supermarkets, and markets. It is known that the length of the Kalimantan road is 786.13 m, the type of road is a two-lane two-way (2/2 UD), there is no median, there is no sidewalk, there are road shoulders of approximately 0.8 - 1 m and there are drainage channels of each size. -each different. Primary data was obtained by direct observation at the research location, namely to determine the volume of vehicles, capacity, and the value of the degree of saturation. Secondary data provides data on population, road maps, and the number of vehicles in the city of Gorontalo. The time of research in the field was carried out for 3 days, namely from 14:00 – 20:00 WITA. Based on the results of traffic flow performance analysis, the maximum traffic volume calculation results occurred on Monday at 16:30 – 17:30 WITA, which was 1903.1 vehicles/hour. The value of the degree of saturation is 0.79. So the level of service on the Kalimantan road is included in category D, where the traffic flow condition is stable, the traffic speed is around 45 km/hour. The Kalimantan road section is said to be still feasible and only a few minor changes are needed, such as the need to make a sign prohibiting vehicle parking on the side of the road, especially for the shopping / stall / market area.
OPTIMASI BIAYA DAN WAKTU PADA PROYEK PENINGKATAN RUAS JALAN KANTO – PULAHENTI DENGAN MENGGUNAKAN METODE TCTO (TIME COST TRADE OFF) nindya, Nindya nur awalia kurniawan; Rachman, Ari Putra; Fuad, Mohamad Januar
Jurnal Vokasi Sains dan Teknologi Vol. 3 No. 2 (2024): JURNAL VOKASI SAINS DAN TEKNOLOGI (MEI)
Publisher : Program Vokasi UNG

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56190/jvst.v3i2.56

Abstract

Pelaksanaan proyek harus diawali dengan perencanaan dan penjadwalan kegiatan proyek yang matang, karena pada umumnya pelaksanaan proyek konstruksi rentan terhadap risiko keterlambatan. Pengelolaan perencanaan dilakukan secara cermat untuk memastikan bahwa pelaksanaan proyek berjalan sesuai kontrak dan tepat waktu. Penelitian ini bertujuan untuk menghitung durasi pelaksanaan proyek serta menganalisis durasi dan biaya optimal yang diperlukan selama pelaksanaan. Metode yang digunakan dalam penelitian ini adalah Time Cost Trade Off, yaitu teknik yang mengoptimalkan jadwal untuk mencapai efisiensi dan efektivitas pelaksanaan pekerjaan dari segi waktu, biaya dan pendapatan. Hasil penelitian menunjukkan bahwa penerapan metode Time Cost Trade Off dengan alternatif penambahan 2 jam kerja lembur menghasilkan biaya optimal sebesar Rp. 2.220.570.527,10 dengan waktu optimal 47 hari kerja. Sementara itu, penambahan 4 jam lembur menghasilkan biaya optimal Rp. 2.220.392.998,10 dengan waktu optimal 45 hari kerja.
ANALISIS KEBUTUHAN DAN KETERSEDIAAN AIR BERSIH DI DESA TULO’A KECAMATAN BULANGO UTARA KABUPATEN BONE BOLANGO Madjowa, Nona Fitriana; Bakhtiar, Bakhtiar; Fuad, Mohammad Januar; Yusuf, Iswandi
Jurnal Teknik Sipil, Arsitek, Perencanaan Wilayah (J-TSIAP) Vol. 3 No. 1 (2024): Jurnal Teknik Sipil Arsitektur Perencanaan Wilayah (J-TSIAP)
Publisher : Universitas Bina Taruna Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37971/j-tsiap.v3i1.136

Abstract

The aim of this research is to analyze the demand and availability of water in Tulo'a village, North Bulango sub-district, Bone Bolango Regency. This study uses secondary data in the form of daily rainfall for 5 years from 1 rain station. The method used for water availability uses the empirical equation from Ffolliot and for the projected water needs of the population, namely the Geometric, Arithmetic, Exponential Method. Based on the results of the analysis of the amount of water availability in 2030, it is 6,008,933.70 m3/year and the demand for clean water is 1,576,289.00m3/year so that it can be said that it is still in the water surplus category.
EVALUATION OF THE WASTE MANAGEMENT IN GORONTALO CITY Fuad, Mohamad Januar
Jurnal Teknik Sipil, Arsitek, Perencanaan Wilayah (J-TSIAP) Vol. 3 No. 1 (2024): Jurnal Teknik Sipil Arsitektur Perencanaan Wilayah (J-TSIAP)
Publisher : Universitas Bina Taruna Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37971/j-tsiap.v3i1.140

Abstract

Environmental problem commonly found in the urban area is the poor waste management. This research aimed to investigate the conditions of the waste management on Gorontalo City and the solution of its problems, so that it could be made as inputs for the Government in selecting the services for the waste management was more efficient and effective. The research method used approach which was normative descriptive and comparative descriptive. The descriptive approach was a research with the pattern of illustrating what existing in the field and tried to illustrate the data. The descriptive normative approach was condusted to evaluate the method of the waste management in Gorontalo City through the evaluation of the standard (normative) and existing theory. In order to achieve this target, the primary data which were obtained from the survey and interviews conducted in the fields were needed. The research results indicated that the amount produced in Gorontalo City was to 539.92 tons/day. Therefore, the need for the facilities and infrastructures for the waste/structured were 4 ritase of Dump Trucks, 4 ritase Arm Roll Trucks, 487 units of trash bins, 23 units of TPS containers, 3 units of TPST, 54 units of garbage collective carts, 4 units of Dump Trucks, 6 units of Arm Roll Trucks, and ​​29.71 Ha of TPS area. As for the aspect of waste management activities/unstructured, the public, the public participation in dealing with the generated wastes and the potentially recycled wastes, and the regulations were still categorized as having the bad value. The distance between the waste sourcces and the TPS was still evaluated as not good. The calculation revealed the evaluation result of the waste management in Gorontalo City had not met the expected standard (not good) consequently, the result of the waste management had not been maximum.
Co-Authors Bakhtiar Bakhtiar Bumulo, Ronny Dien, Syahrul Jusuf Hamid, Rio Oktaviandi Kaluku, Jenal Kaluku, Sri Rahmawati Madjowa, Nona Fitriana nindya, Nindya nur awalia kurniawan Rachman, Ari Putra Yusuf, Iswandi