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Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja)
Published by Universitas Wiraraja Sumenep
ISSN : 26859173     EISSN : 23390719     DOI : 5876
Core Subject : Science, Social, Engineering,
Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Engineering Environmental Science Transportation
Jurnal Ilmiah MITSU ISSN 2339-0719 adalah peer-reviewed journal yang mempublikasikan artikel-artikel ilmiah dari berbagai disiplin ilmu teknik. Artikel-artikel yang dipublikasikan di jurnal Teknik meliputi hasil-hasil penelitian ilmiah asli (prioritas utama), artikel ulasan ilmiah yang bersifat baru (tidak prioritas). Jurnal Teknik diterbitkan oleh Fakultas Teknik Universitas Wiraraja Sumenep. Jurnal Teknik menerima manuskrip atau artikel dalam bidang teknik dari berbagai kalangan akademisi dan peneliti baik nasional maupun internasional.
Arjuna Subject : Teknik (semua kategori) - Teknik (Lain-Lain)
Articles 10 Documents
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Search results for , issue "Vol 12 No 1 (2024): Jurnal Ilmiah MITSU" : 10 Documents clear
PENGARUH PENAMBAHAN FLY ASH (CANGKANG TELUR DAN SEKAM PADI) DENGAN KUAT TEKAN BETON NON STRUKTURAL Al Fauzi, Dwiki Wahyu; Affandy, Nur Azizah; Agustapraja, Hammam Rofiqi; Lubis, Zulkifli
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 1 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i1.2128

Abstract

Using alternative materials in construction, such as eggshell fly ash (CT) and rice husk (SP), is increasingly important in reducing environmental impact. This research explores the influence of the proportion of CT and SP mixtures on concrete compressive strength and cracking. Both agricultural waste materials can potentially affect concrete characteristics, including binding ability, strength, and crack resistance. Testing was conducted using ASTM C standards for material and Indonesian national standards for concrete compressive strength and cracking. Variations in composition, 0% (A), 3% CT-5% SP (B), 5% CT-10% SP (C), and 7% CT-15% SP (D) by weight of cement, were performed on a total of 24 specimens. The results show that Concrete C had the highest compressive strength (212.2 kg/cm²), while Concrete D had the lowest compressive strength (165.56 kg/cm²). At 7 days, the highest cracking occurred in Concrete D (28.7 cm), and the lowest in Concrete C (22.3 cm). At 28 days, Concrete A had the highest cracking (26 cm), while Concrete C had the lowest (18.3 cm). This study provides valuable insights for the construction industry to utilize eggshell fly ash and rice husk in improving concrete performance and promoting sustainable development.
EVALUASI KINERJA DAERAH IRIGASI NGAGLIK I KABUPATEN KEDIRI Asid, Nurul Jannah; Hardiyanzah, Saputra
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 1 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i1.2328

Abstract

Ketersediaan air irigasi mempengaruhi kinerja irigasi dan pertumbuhan tanaman. Kinerja irigasi yang maksimal maka efisiensi kinerja irigasi juga akan baik dan pertumbuhan tanaman juga akan maksimal. Salah satu masalah dalam kinerja irigasi adalah perbandingan antara kebutuhan air dan ketersediaan air. Evaluasi kinerja Daerah Irigasi Ngaglik I Kabupaten Kediri, pada sektor kebutuhan dan ketersediaan airnya Penelitian ini bertujuan untuk mengetahui nilai maksimum maupun minimum kebutuhan air irigasi serta untuk membandingkan antara ketersediaan air yang ada dengan kebutuhan air agar pemanfaatan air bisa dilakukan dengan maksimal dan seefektif mungkin. Penelitian ini menggunakan metode deskriptif kuantitatif, pada lahan seluas 18 ha penelitian dimulai dengan pengumpulan data, investigasi dan dokumentasi, kemudian lanjut untuk pengolahan data hingga perhitungan menggunakan cara manual yang mengacu pada konsep KP 01. Hasil dari analisis perhitungan didapatkan kebutuhan air irigasi maksimum sebesar 0.687 l/dt/ha dan kebutuhan minimum sebesar 0.027 l/dt/ha. Pada hasil perhitungan kebutuhan air irigasi di Daerah Irigasi Ngaglik I didapatkan pada bulan Juni baik terjadi ketidak seimbangan antara kebutuhan dengan ketersediaan air yang ada, dimana kebutuhan air sebesar 0.012 m3/dt dan ketersediaan air yang ada hanya sebesar 0.011 m3/dt, serta adanya debit 0 yang terjadi pada bulan Agustus hingga November dampak dari musim kemarau ditambah lagi dengan kondisi banguan dan saluran irigasi yang kurang maksimal. Alternatif yang digunakan untuk permasalahan di bulan Juni yaitu dengan menggunakan sistem rotasi pembagian air yang dibagi menjadi 2 golongan. Pehitungan debit rencana didapatkan Q100% (seluruh golongan diberi air secara terus menerus) sebesar 17.24 l/dt/ha dan Q50% ( 1 golongan diberi air sedangkan 1 golongan lainya tidak) sebesar 8.62 l/dt/ha, pengairan dilakukan bergiliran setiap 3 hari 12 jam. Sedangkan untuk permasalahan di bulan Agustus hingga November harus dilakukan perbaikan dan optimalisasi baik untuk bangunan dan saluran irigasi agar sistem pengairan irigasi dapat berjalan secara baik dan maksimal terutama di musim kemarau.
ANALISIS KARAKTERISTIK DAN KEBUTUHAN RUANG PARKIR DI SUPERMARKET KOTA BANDUNG (Studi Kasus: Borma Jl. Ibrahim Adjie) Aulia, Mohamad Donie; Priatna, Mohammad Topan; Gugat, Rudy Max Damara; Zultaqawa, Zeis
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 1 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i1.2330

Abstract

Penelitian ini bertujuan untuk mengetahui karakteristik dan kapasitas parkir di Supermarket Borma . Hasil analisa menunjukkan kapasitas parkir untuk kendaraan roda dua 105 kendaraan, dan 31 kendaraan untuk kendaraan roda empat. Pengamatan volume parkir hari pertama 504 kendaraan roda dua dan 273 kendaraan untuk roda empat, di hari kedua 323 kendaraan untuk kendaraan roda dua dan 231 kendaraan roda empat. Tingkat turnover sebesar 4.5 untuk kendaraan roda dua, 9.1 untuk kendaraan roda empat pada hari pertama, sedangkan tingkat turnover sebesar 2.909 untuk kendaraan roda dua dan 7.7 untuk kendaraan roda empat kendaraan/hari/ruang. Hasil indeks parkir maksimal untuk hari pertama kendaraan roda dua 0.95%, dan 1.03% untuk kendaraan roda empat, dan untuk indeks parkir rata – rata 0.61% kendaraan roda dua, 0.81 % untuk kendaraan roda empat, sedangkan pada hari kedua 0.52% kendaraan roda dua, 0.97% kendaraan roda empat, dan untuk indeks parkir rata – rata pada hari kedua, 0.38% kendaraan roda dua, dan 0.74% kendaraan roda empat. Durasi parkir maksimal di menit 0 – 15 menit untuk kendaraan roda dua dan 15 – 30 menit untuk kendaraan roda empat. Kapasitas yang tersedia untuk kendaraan roda dua 177.8 m2, sedangkan kendaraan roda empat 188.1 m2. Dan kebutuhan ruang parkir 168 m2 untuk kendaraan roda dua, dan 139.5 m2 untuk kendaraan roda empat.
ANALISIS SENSITIVITAS NILAI INVESTASI TERHADAP ANNUAL BENEFIT PROYEK PEMBANGUNAN PASAR DI INDRAMAYU Fajar, Ibnu; Hasyim, Wachid; Suhana, Nono
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 1 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i1.2432

Abstract

Investment is the activity of placing capital with the aim of obtaining profits in a certain period; in this case, the Indramayu Regency government will build a market building for investment and provide a place for traders. This study aims to determine the sensitivity of investment value to annual benefits. Data obtained from interviews with the head of market management and related parties. The research method used is the descriptive analysis method using sensitivity analysis with two alternatives. Alternatives are arranged based on the investment value and operational period, namely alternative A with a capital of Rp. 39,782,240,911 and an investment period of 20 years, an interest rate of 12%, and alternative B with a capital of Rp. 42,067,040,911 and an investment period of 25 years, an interest rate of 12%. Based on the results of the analysis and discussion, it can be concluded that alternative A has several investment parameter values, namely NPV 43,960,356,295, BCR (Benefit Cost Ratio) 1.10%, IRR (Internal Rate of Return) 2.73%, and Payback Period (PBP) in year 11, while in alternative B, the value of several parameters, namely NPV 50,056,649,833, BCR 1.53%, IRR 15.63%, and PBP, occurs in year 11. The results of the analysis of the investment value of the annual benefit of each alternative are sensitivity A at Rp. 48,459,760,321, and sensitivity B at Rp. 53,277,732,244.
ANALISIS FAKTOR MUAT (LOAD FACTOR) KAPAL PENYEBERANGAN BAKAHUENI – MERAK PADA KONDISI ARUS PUNCAK DAN KONDISI NORMAL Priangga, Musabiq Ahkmadi; Herianto, Dwi; Sulistyorini, Rahayu
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 1 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i1.2498

Abstract

Transportation consists of facilities and infrastructure to smooth the wheels of the economy, strengthen national unity and integrity and influence almost all aspects of life. One type of transportation is sea transportation which functions to connect people from one island to another by using water transportation such as ships. The purpose of this research is to analyze the loading factor of ships at peak and normal condition and to estimate the number of vehicles at the Bakauheni-Merak ferry port for the next three years. The research method for collecting secondary data is by visiting related agencies, as well as calculating ship loading factors and forecasting vehicle productivity using the linear regression analysis method. From the results of the calculation of the load factor in the normal condition of 2017-2019 it produces a load factor value that does not exceed 30% -58%, while in the peak condition of 2017-2019 and 2022 there is a value that exceeds 100%, namely 105% -140%, so it is necessary to increase the number of trips at the Bakauheni-Merak port pier.
PENGELOMPOKAN KELAS TUTUPAN LAHAN DI KABUPATEN JEMBRANA BERDASARKAN EKSTRAKSI CITRA LANDSAT 8 Aryastana, Putu; Dewi, Listya; Sinda, Longginus; Budha, I Ketut
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 1 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i1.2509

Abstract

The rapid development of infrastructure as it is today has resulted in the closure of green land or vegetation areas. Jembrana Regency is one of the districts that has experienced a shift in land function due to infrastructure development activities and community needs in land use. This study aims to compare the level of vegetation density and the area of density of vegetation area using the NDVI vegetation index method. The results of land cover classification with Landsat 8 imagery in 2016 and 2022 in Jembrana Regency as a data source to analyze NDVI values using the Supervised Classification method resulted in 5 classes consisting of forests, settlements, vacant land, rice fields, and water bodies. The results of the study explained that there was a decrease in land cover in 2016 and 2022 in forests/vegetation, namely 41.76 km2 or 6.23%, , and water bodies by 0.07 km2 or 5.34% . However, on the other hand, there was an increase in the area of land cover in the class of rice fields, settlements, and vacant land by 21,74 km2 or 38,86%; 14.95 km2 or 50.18%; dan 5,14 km2 or 6,05%.. In addition, the overall accuracy test result of land cover classification is 87.50%. The results showed that the map classified by Landsat 8 imagery could be used.
KAJIAN KEBUTUHAN DAN PENDAPATAN PARKIR PADA KAWASAN OBJEK WISATA PANTAI KELAN KABUPATEN BADUNG BALI Rahmayanti, Ni Made Prisca; Sriastuti, Dewa Ayu Nyoman; Aryastana, Putu
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 1 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i1.2744

Abstract

Badung Regency is one of the largest contributors to regional economic income, namely in the world of tourism, especially the South Badung area which is famous for its many beach tourism objects which attract many foreign and local tourists. Availability of parking spaces, of course, must have good parking services in order to optimally utilize the available parking space capacity. This research focuses on planning the need for parking space and parking revenue for two-wheeled vehicles and four-wheeled vehicles in the Kelan Beach tourist area, because parking is one of the supports for tourism so that visitors can feel comfortable and can realize an adequate parking pattern. The planned land area for parking two and four-wheeled vehicles at Kelan Beach is 2097.30 m² in total. The survey method used is the cordon count and patrol method. Characteristics of parking for two-wheeled vehicles include the highest volume, namely 461, accumulation of 141 vehicles, duration of 1.63 hours, capacity of 173, turnover rate of 0.18, index of 0.68 less than (<) 1.00, which means the need for parking is below capacity/sufficient, and four-wheeled characteristics include volume maximum of 163, accumulation of 33 vehicles, duration of 1.48 hours, capacity of 49, turnover rate of 0.23, index of 0.57 less than (<) 1.00 which means parking needs are below capacity and do not need expansion. The parking space requirements for two-wheeled and four-wheeled vehicles are 63 and 20 slots respectively. The parking layout at Kelan Beach tourist destination adopts a 90° angle pattern for both two-wheeled and four-wheeled vehicles, with respective parking space dimensions of 0.75 m x 2.00 m and 2.50 m x 5.00 m. The projected annual parking revenue is estimated at IDR.499,441,667.00, calculated based on fixed rates. Paving blocks are chosen for the parking surface, with a cost of IDR.441,345,000.00.
KONSTRUKSI PEMANEN AIR HUJAN (RAIN WATER HARVESTING) UNTUK MEMENUHI KEBUTUHAN AIR DOMESTIK DI DESA PRANCAK KECAMATAN PASONGSONGAN KABUPATEN SUMENEP Rohman, Khoirur Rohman; Rahmanto, Ach Desmantri
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 1 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i1.2879

Abstract

Prancak Village, Pasongsongan District is a village with a population of 6,693 people with a detailed population of 3,377 men, while 3,316 women, consisting of 8 hamlets. Tegal Barat Hamlet is experiencing a shortage of clean water due to the difficulty of springs and the absence of PDAM and clean water services from the government, so that when they experience a shortage of clean water, the people of Prancak Village take clean water to the spring in West Lebeng Village. The aim of this research is to find out how to plan the construction of Rain Water Harvesting and the Rain Water Harvesting distribution system in Tegal Barat Hamlet, Prancak Village. This research uses data collection methods in the form of observation, interviews, literature study, hydrological methods, hydraulics methods, rainwater harvester construction planning, and Epanet 2.0 data input. Based on the calculation results, the total area of ​​the rainwater catchment area (house roof) is 14191.505 m2 with the storage capacity obtained from the first block 127 m3, the second block 122 m3, the third block 94 m3, the fourth block 215 m3, the fifth block 174 m3, the sixth block 324 m3, the seventh block is 408 m3, the eighth block is 484 m3 so that it is able to meet the clean water needs in West Tegal Hamlet amounting to 77% of the total clean water. The distribution of clean water uses the transmission distribution method with pumps and the distribution uses a gravity system with a total pipe length of 1096 meters, for a 2-½'' inch diameter pipe length of 364 meters, a diameter of 60 mm or 2'' pipe length of 732 meters.
PENDIMENSIAN ELEMEN STRUKTUR DITINJAU DARI DESAIN RANGKA ATAP KAYU, BAJA DAN BAJA RINGAN Fansuri, Subaidillah; Deshariyanto, Dwi; Diana, Anita Intan Nura
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 1 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i1.3304

Abstract

The development of technology has had a huge impact on the world of construction, especially the increasing development of construction, so the development of roof trusses cannot be separated from the role of technological developments and the increasing need for the types of roof truss materials used today. This research was carried out by collecting data obtained from literature study. Design calculations for the roof truss structure to determine the strength of the roof truss rods and a comparison of the roof truss cost budget according to 3 (three) material variations, namely wooden, steel and light steel roof trusses. The construction planning calculations are made in accordance with the Indonesian Steel Building Planning Guidelines (PPBBI), Indonesian Wood Construction Regulations (PKKI) to determine what forces and loads act on wooden, steel and light steel roof frame structures and using the SAP2000 version 14 program to design the shape. light steel roof frame. The type of wood planned for the roof frame structure is class I 8/12 wood with a load of 55.692 kg, the dimensions of the structural beam are 15 x 30 cm, the dimensions of the column structure used are 30 x 30 cm. Rp. 306,599,669.74 for the budget required, planning the WF steel roof truss structure with a profile of 300 x 150 x 6.5 x 9 with a load of 70,899 kg and beam dimensions in the plan of 15 x 30 cm, structural columns with dimensions of 40 x 40 cm. Rp. 38,964,440.84 required budget and for a light steel frame structure with a profile of 75 x 45 x 15 x 6.5 with a load of 27,837 kg and structural beams with planning dimensions of 15 x 30 cm, structural columns with dimensions of 20 x 20 cm. Rp. 245,800,149.27. budget required costs.
ANALISIS PENGGUNAAN APLIKASI MANPRO PADA LIFE CYCLE PROYEK KONSTRUKSI yani, Mirna
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 1 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i1.3316

Abstract

In the present digital era, it is essential to use technological assistance at every stage of any activity. One such tool in project management is the Manpro application. In the Grange Park Fatmawati – Apartment and Facilities project, PT Erakencana Tunggal, as the project owner, utilizes the Manpro application as a communication platform to coordinate and monitor work online. The Manpro application helps construction actors in supervising projects by reducing communication barriers and increasing project visibility through online reporting, thus enhancing project efficiency and productivity. The research uses a quantitative approach and the Pairwise Comparison method to calculate the weight of using the Manpro application at each stage of the project life cycle, feasibility, and user satisfaction. The results show that the largest weight of using the Manpro application is at the supervision and control stage, with a weight of 28.2%. The feasibility value of the Manpro application at all stages of the project life cycle is 84%, indicating that it is very feasible. The level of owner satisfaction in using this application is in the satisfied criteria, with a value of 83.09%.

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