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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 188 Documents
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Analisis Peta Kekeringan Lahan Pertanian Di Kabupaten Lamongan Menggunakan NDDI (Normalized Difference Drought Index) Nabilah, Salwa; Faroh, Rifky Aisyatul; Affandy, Nur Azizah; Nisa, Tika Ziadhatin; Wijaya, Bara Ramadani
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 13 No 1 (2025): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v13i1.3761

Abstract

Agricultural land is a natural resource that plays an important role in the continuity of human life. Lamongan is one of the regencies with vast agricultural land, around 80% of the Lamongan Regency area is agricultural land consisting of rice fields and non-rice fields. However, every year Lamongan is hit by drought in several regions. Drought in Lamongan occurs on average around June - October. Several sub-districts in Lamongan are hit by drought, one of the causes of which is low rainfall during the dry season. This study used rainfall data and Landsat 8 satellite imagery with a time span of August - October 2019 - 2023. Landsat 8 imagery was adjusted to the months used, and image processing to obtain drought results in Lamongan Regency using the NDDI (Normalized Difference Drought Index). From the processing, the results obtained in October 2023 were that the area hit by severe drought was Sarirejo District with an area value of 32,490,000 m2 from the total area of ​​Sarirejo District of 47,380,000 m2. Around 68.57% of the Sarirejo District area was hit by severe drought. This study aims to determine the area affected by drought in the Lamongan area. So it can be used for mitigation in future drought disasters.
Green Concrete: Pemanfaatan Sampah Non Organik Tutup Botol “Kempyeng” Dan Serbuk Kaca Sebagai Material Susbtitusi Parsial Beton Pranadiarso, Tedy; Junaidi, Imam; Ngibadah, Irsyadul
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 13 No 1 (2025): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v13i1.4047

Abstract

The construction industry in Indonesia continues to grow. Additionally, data from the Ministry of Environment shows that the amount of non-organic waste accumulated over the four years from 2020 to 2023 has also increased. The innovation in this study is the use of non-organic waste from ‘Kempyeng’ bottle caps and glass as a solution for environmentally friendly concrete (Green Concrete). This study aims to identification the optimal composition and analize percentage influence on compressive strength and bulk density from the use of non-organic waste bottle caps ‘Kempyeng’ and glass powder as partial substitutes for cement and gravel. The study used bottle cap ‘Kempyeng’ compositions of 0%, 2%, 4%, 5%, and 7%. Meanwhile, the glass powder mixture composition was 0%, 5%, and 8%. Laboratory test results showed the optimal composition for partial substitution of cement and gravel was 5% glass and 4% kempyeng, with concrete compressive strength at 28 days of 26.92 MPa and bulk density of 2360.7 kg/m³. This proportion also increased the compressive strength by 6.65% and reduced the bulk density by 0.82% compared to normal concrete. With these results, glass powder and ‘Kempyeng’ bottle caps can be used as partial substitutes for cement and gravel in concrete mixtures.
Komparasi Model Struktur dengan Dua Metode (Matriks dengan Cross) Fansuri, Subaidillah; Deshariyanto, Dwi; Diana, Anita Intan Nura
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 13 No 1 (2025): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v13i1.4148

Abstract

Analyzing the structure using different manual methods certainly has a different flow. The results of the calculation of the structural analysis of each manual method certainly have varying values. Where the analysis will compare the two manual methods, namely the matrix method and the cross method. Based on these differences, a comparative analysis is carried out between the manual method (matrix method) and other manual methods (the cross method) related to the calculation results obtained from each method. The object of study analyzed is the structural model. The analytical method used is the comparative analysis method. This analysis is focused on the comparison of the two methods, namely the matrix method and the cross method in relation to the calculation results of internal forces which will be compared the magnitude and difference as well as the level of the resulting magnitude. The results of the analysis show that the values ​​generated in the two structural analysis methods are not the same. The calculation of the difference between the results of the structural analysis of the two methods on each stem has a different difference value. Based on the frequency value, each internal force in the structural analysis has a different level of magnitude. In all structural models, there is a large difference and a small difference.
Analisis Kebutuhan Air Bersih Domestik Desa Karang Anyar Daerah Layanan PDAM Kota Sumenep Rahmanto, Ach. Desmantri; Zainah, Nor
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 13 No 1 (2025): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v13i1.4154

Abstract

The need for clean water provision and service from time to time is increasing which is sometimes not balanced by service capacity. This increase in demand is caused by an increase in population, an increase in the standard of living of residents, as well as the development of cities/service areas or things related to improving the socio-economic conditions of residents which are accompanied by an increase in the amount of water needs per capita. In order to meet the increasing need for clean water, where the discharge of water sources is decreasing every year, the regional drinking water company (PDAM) of Sumenep Regency It is necessary to review the need for clean water for the eastern region, especially Karang Anyar Village, Kalianget District, Sumenep Regency in the future. The purpose of this study is to determine the clean water needs of the Karang Anyar Village community for the next 25 years. The data analysis technique used in this study is the projection of the number of customers up to 25 years and the projection of the amount of water needs up to 25 years. The need for domestic clean water in Karang Anyar Village for the next 5 years is 0.71296 l/second, for the next 10 years it is 0.82639 l/second, for the next 15 years it is 0.95602 l/second, for the next 20 years it is 1.10764 l/second, and for the next 25 years it is 1.28125 l/second. The estimated need for domestic clean water production for the next 5 years is 10,489 l/day, for the next 10 years it is 12,694 l/day, for the next 15 years it is 14,900 l/day, for the next 20 years it is 17,547 l/day, and for the next 25 years it is 19,750 l/day.
OPTIMASI KINERJA LIFT PENUMPANG GEDUNG REKTORAT UNIVERSITAS MUHAMMADIYAH SURABAYA Utami, Rini; Pradita, Rahayu; Budhi, Wahyu Satyaning; ., Rofi'i
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 13 No 2 (2025): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v13i2.3290

Abstract

Muhammadiyah University of Surabaya has a high-rise building used as an office and lecture building, one of which is a 13-storey Rectorate Building equipped an elevator as its main facility. Elevators used intensively by students, staff, and lecturers simultaneously at peak times resulted in elevators high load, so elevator performance was less optimal. Lack of optimum elevator performance affects the elevator's long wait times and generates queues for elevator users. This study aims to optimize the performance of the elevator according to the SNI 03-6573-2001 standard against the initial planning of the Rectorate Building elevator. The methods of research used range from literature studies, preliminary surveys, data collection, and processing. Calculation of elevator requirements parameters using speed and capacity benchmarks according to SNI 03-6573-2001. In the initial planning of the elevator Rectorate Building, it is planned to use 2 units with a speed of 96 mpm and a capacity of 14 people (1050 kg), resulting in wait times exceeding the standard of 1–5 minutes. The optimization result that has been calculated through the parameters of the elevator requirements is recommended using 3 units at 90 mpm speed and capacity for 26 people (1800 kg) yielding a waiting time of 59 seconds from the standard (40-90 seconds). Such optimization results are in accordance with the standard proposed and can be an alternative in the planning of elevators on high-rise buildings, in particular lecture buildings.
KERANGKA KONSEPTUAL RANTAI PASOK MATERIAL KONSTRUKSI JALAN DI PULAU TIMOR Djobul, Nadia Vanesa; Messah, Yunita A.; Bella, Rosmiyati A.
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 13 No 2 (2025): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v13i2.3382

Abstract

Good road construction is influenced by several resources, one of which is material. Road construction materials include aggregates and asphalt. These materials are held by service providers, namely material suppliers. Material suppliers are important in supporting road construction work in accordance with the time, cost, and quality that have been determined. These suppliers will form a network of cooperation called supply chains. A supply chain is a physical network consisting of companies that work together to provide raw materials, process them into finished goods, and deliver them to end users. Conceptually, the supply chain is built by several components, such as materials, suppliers, management, finance, transportation, weather, location, time, and the COVID-19 pandemic. This research was conducted to determine whether these components are important components in the smooth material supply chain. This research involved contractors working on road construction on Timor Island as resource persons. Data collection is done using the survey method, namely a closed questionnaire. Data processing and analysis techniques use descriptive statistical analysis with the help of SPSS software. Based on the results of the analysis, it shows that the success of road construction is built from component factors, namely materials, suppliers, management, finance, transportation, weather, location, and time. The COVID-19 pandemic is very important for the smooth supply chain of road construction materials on Timor Island.
PENINGKATAN KAPASITAS DAYA DUKUNG TANAH LEMPUNG DI CANGAR MELALUI STABILISASI DENGAN BATU KAPUR Sutowijoyo, Hendro; Hadi, Dimas Setia
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 13 No 2 (2025): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v13i2.3477

Abstract

Subgrade soil is a crucial component of any construction project, be it roads, buildings, or bridges. Maintaining soil stability, particularly soil reinforcement, requires special attention. The clay soil at the Cangar site is fertile and located in the highlands. Laboratory soil testing is crucial for development planning in this area, as it enables the determination of soil properties and bearing capacity. To verify the maximum bearing capacity of the soil, a 20% limestone mixture was used, using the compaction modification and laboratory CBR testing methods. Test results revealed that the clay soil at the site has high plasticity. After mixing with limestone, the plasticity decreased by 11 points to level 15, classifying it as silty clay with moderate plasticity. Based on the CBR test of the original clay soil, the soil bearing capacity value was 22.4%, and after being mixed with 20% limestone, the value increased to 26.4%. In contrast, the maximum density of the original clay soil MDD was 0.99 grams/cm³; then, after being mixed with limestone, the MDD reached 1.24 grams/cm³. The distribution of grain size before being mixed with limestone was 2.02 grams of gravel, 61.03 grams of sand, and 436.95 grams of clay. After being given a limestone stabilizer, it was 37.06 grams of gravel, 123.45 grams of sand, and 339.49 grams of clay.
ANALISIS PERBANDINGAN BIAYA DAN WAKTU PELAKSANAAN BETON HALF SLAB DENGAN BETON KONVENSIONAL PADA PROYEK REVITALISASI MUSEUM MANDALA MATHIKA SUBAK Landuh, Ni Putu Desi Sukamdani; Triswandana, I Wayan Gde Erick; Eryani, I Gusti Agung Putu
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 13 No 2 (2025): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v13i2.3532

Abstract

The construction implementation system in the Mandala Mathika Subak Museum Revitalization project uses the cast in situ or conventional method including floor slab work. The implementation of floor slab work with the cast in situ method requires a long processing time and a lot of labor and costs incurred. In the construction of the building, the selection of work methods is very influential on the implementation time and cost. The selection of the right method will make the development efficient. One of them is the use of precast concrete such as half slab. In this study will compare conventional methods and half slab methods from the aspects of implementation time and cost, which is more profitable. The results of the comparative analysis of execution time and costs from the calculation of cast-in-situ and half-slab plates in the Revitalization Project of the Mandala Mathika Subak Museum show that using the half-slab method saves 33% in costs compared to the cast-in-situ method, with a cost difference of Rp. 552,730,037, and can accelerate the execution time of 43% or 19 days.
OPTIMALISASI PERENCANAAN SISTEM DRAINASE RUMAH SAKIT (STUDI KASUS RS PERMATA PALEMBANG) Ananda, Putri; Firdaus, Muhammad; Purwanto, Herri
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 13 No 2 (2025): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v13i2.3551

Abstract

The proper drainage system design an important aspect in the development of healthcare facilities such as Permata Palembang Hospital. This study aims to analyze the suitability of the hospital drainage system design with applicable standards, and to evaluate the channel capacity to accommodating water discharge from the hospital and runoff from Citra Bukit Lestari Housing Area before operation. The analysis methods include calculation of statistical parameters, design rainfall distribution, distribution suitability test, rainfall intensity, peak flood discharge, and channel dimensions. The results of the analysis indicate that the initial design did not take into account the rainfall factors and design flood discharge. The evaluation of existing channel capacity shows sufficient capacity for U Ditch 1 channel, however the capacity of 3 box culvert channels and 4 box culvert channels is not enough to accommodate peak discharge. The optimization was carried out by redesigning the channel dimensions, widening the 3 box culvert channel to 550x400 mm and 4 box culvert to 1000x800 mm. This redesign results in a channel capacity that is able to accommodating design flood discharge, both under normal and extreme conditions.
PERENCANAAN PELAKSANAAN PROYEK KONSTRUKSI KANTOR KPU KABUPATEN BADUNG Pramesti, I Gusti Ayu Dina; Jawat, I Wayan; Eryani, I Gusti Agung Putu
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 13 No 2 (2025): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v13i2.3574

Abstract

Construction project implementation planning is an important stage that aims to optimize time, cost, and quality of work. In the construction project of the Badung Regency KPU Office Building, implementation planning is very crucial considering the location of the project which is in a densely populated area, so that an appropriate and efficient implementation method is needed. The problems faced are how to prepare an implementation schedule, calculate resource requirements, and plan costs systematically so that the project can run according to plan. This study uses the Precedence Diagram Method (PDM) to prepare the project schedule and Microsoft Project as a visualization tool. In addition, an analysis of human resource needs, materials, and tools was carried out as well as the preparation of the Implementation Cost Plan (RBP) and Budget Plan (RAB). The results of the study show that implementation planning using the PDM method produces a structured and efficient project schedule. The total cost obtained from the RBP analysis results is IDR 4,159,270,327.34, while the RAB reaches IDR 4,623,397,141.26, with a cost difference of IDR 464,126,813.93. This research is expected to be a reference for planning the implementation of similar building construction projects, especially in the context of using the PDM method.

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