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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 14 Documents
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Search results for , issue "Vol 12 No 2 (2024): Jurnal Ilmiah MITSU" : 14 Documents clear
STUDI PERENCANAAN ANGKUTAN PENUMPANG KE TERMINAL NGANJUK SEBAGAI PENUNJANG KEBUTUHAN TRANSPORTASI KARYAWAN YANG BEKERJA DI SURABAYA Hasanah, Fifi Nurlaili; Utomo, Nugroho; Wibisana, Hendrata
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 2 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i2.2493

Abstract

Terminal Nganjuk merupakan terminal tipe A yang memberikan fasilitas dan sarana bagi angkutan umum maupun pelaku perjalanan transportasi. Terminal Nganjuk merupakan tujuan dari angkutan antar kota ataupun angkutan pedesaan untuk memenuhi kebutuhan pelaku perjalanan. Karyawan yang berasal dari desa yang ingin bekerja di Surabaya biasanya berangkat dari daerah asal menuju terminal banyakmenggunakan kendaraan pribadi, ojek, atau becak. Ditinjau dari angkutan umum yang digunakan dari desa menuju Terminal Nganjuk belum ada. Penulis melakukan studi perencanaan angkutan penumpang menuju Terminal Nganjuk guna untuk memenuhi kebutuhan transportasi . Penelitian ini dilakukan pada lokasi zona 1 Gondang – Terminal Nganjuk dan zona 2 Rejoso – Terminal Nganjuk dengan cara survei lapangan yakni membagikan kuisioner kepada 100 responden dengan disertai wawancara, survei rumah tangga, serta dilakukan secara rutin pengumpulan data primer dan sekunder pada tanggal 13 – 18 Maret 2023 di lokasi Terminal Nganjuk. Dari kuisioner tersebut didapatkan data karakteristik sosial ekonomi responden dan karakteristik perjalanan responden. Pada perencanaan angkutan pemadu moda diperoleh load factor pada zona 1 dan zona 2 sebesar 0.7, kecepatan perjalanan rencana pada zona 1 dan zona 2 sebesar 30 km/jam, waktu sirkulasi pada zona 1 sebesar 70.19 menit dan waktu sirkulasi pada zona 2 sebesar 58.73 menit, headway di zona 1 dan zona 2 sebesar 5.5 menit, frekuensi pada kedua zona tersebut sebesar 8 kendaraan, waktu tunggu maksimum pada kedua zona sebesar 5.5 menit dan angkutan yang dibutuhkan pada zona 1 yaitu sebesar 13 kendaraan serta kebutuhan angkutan pada zona 2 sebesar 11 kendaraan. Tarif penumpang pada angkutan mikrobus berkapasitas 16 kursi untuk zona 1 yakni sebesar Rp. 4,200,00/Pnp dan zona 2 yakni sebesar Rp. 4,000,00/Pnp.
ANALISIS JUMLAH PENDUDUK DAN KEBUTUHAN AIR BERSIH KOTA PURUK CAHU KABUPATEN MURUNG RAYA Apriadi, Zainul; Jaya, Allan Restu; Nindito, Dwi Anung
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 2 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i2.2517

Abstract

Puruk Cahu City is the capital of Murung Raya Regency which is geographically located in the position of 0˚51˝ South Latitude - 0˚47˝ North Latitude and 113˚12˝-115˚08˝ East Longitude with an area of 191 km2 and has a population of 20542 people in 2021. As the population increases, the need for clean water will also increase. Therefore, it is necessary to analyze the population and demand for clean water, especially for the next 10 years, namely in 2032 which can be used as a basic reference for calculating the dimensions of clean water treatment plants. To obtain a water demand debit, it is necessary to project the population as well as analyze the water demand for the domestic and non-domestic sectors. In this study, the projection of the population using the least square method in 2032 is 24297 people with a total water demand from both the domestic and non-domestic sectors, namely 42.131 ltr/sec, the maximum daily requirement is 50.588 ltr/sec, and the water demand in the peak hour is 84.263 ltr/sec. This data can be used as a reference for calculating the dimensions of IPA units.
ANALISIS KERUSAKAN JALAN BERDASARKAN METODE IRI (INTERNATIONAL ROUGHNEES INDEX) DAN PCI (PAVEMENT CONDITION INDEX) Sa'dillah, M.; Pandulu, Galih Damar; Basri, Moh Hasan
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 2 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i2.2581

Abstract

Road is a means of land transportation which in many ways is used by local people to travel, as well as assist local people in their daily activities, roads are also very important in working with finance. ac-tion. Surgical techniques for maintenance of road damage are PCI and IRI. The PCI technique provides data on asphalt conditions at the time the research is directed with a value of 0 to 100. Pavement dam-age in the Wagir District Road section is known that the average road damage conditions are box cracks, crocodile cracks, patches, subsidence, grooves, longitudinal cracks and potholes. The road con-ditions consist of two-way one-lane without a median with a road length of 2100 m, a road width of 5 m, and a shoulder of 1 m. The average PCI value is 72 with very good conditions with the percentage re-sults of 80% good, 13% moderate and 8% bad. While the average IRI value is 8 with moderate condi-tion (ok) and the percentage results are 3% good (good), 63% moderate (ok), 13% lightly damaged (not ok) and 23% severely damaged (poor). By exploring the evaluation of road conditions with PCI and IRI techniques, it can provide an overview or description of road conditions that can be used as an infor-mation base for structuring and implementing road restoration and support. So that the author empha-sizes more is to use the PCI repair method because the accuracy of the data is clearer.
EVALUASI KINERJA SIMPANG BERSINYAL PADA SIMPANG TOHPATI Kariyana, I Made
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 2 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i2.2635

Abstract

This paper aims to determine the evaluation of a signalized intersection located at the Tohpati Denpasar intersection. This research is motivated by the difficulty of problems at the intersection point which is the center of meeting of vehicle flows from various directions. One of the intersections using APILL is the Tohpati intersection. The purpose of installing APILL is to provide an opportunity for each road user to take turns in order to pass the intersection in an orderly manner. However, there are still long queues and high delays that occur causing congestion on each arm of the intersection, this makes the presence of APILL at the intersection considered ineffective and the performance of the intersection is no longer effective. This research uses a quantitative type method with a field study approach. This research concludes that the results of the analysis show that the highest value of the delay at morning peak hours is on Jl. The Ngurah Rai bypass is worth 120.5 seconds/pcu for a traffic volume of 831 vehicles/hour and a queue length of 116 m. Furthermore, for peak hours during the day, the highest delay is on Jl. Gatot Subroto Timur with a value of 75.04 sec/smp which occurred due to a current of 940 pcu/hour passing through the approach with a queue of 116.67 m. Then the highest delay for afternoon peak hours is on Jl. Bypass Ngurah Rai with a value of 308.92 seconds/pcu which resulted in a current of 1,293 pcu/hour with a queue length of 140 m. The results of the analysis show that this year's research and the previous year's research had the same results where the level of service at the Tohpati intersection was F.
PERBANDINGAN KONTRAK LUMP SUM DAN UNIT PRICE PADA PELAKSANAAN PEKERJAAN PAGAR (Studi Kasus: Proyek PT. United Tractors Tbk – Jakarta) Ma'sun, Arif Muhammad; -, Mirnayani
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 2 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i2.2841

Abstract

In construction projects, contract types play a crucial role in determining project success. This study examines the implementation of Lump Sum and Unit Price contracts in a fence construction project undertaken by PT. United Tractors Tbk in Jakarta. The research identifies the challenges and discrepancies arising from the use of Lump Sum contracts, especially when complete documentation is not available during the bidding process. A descriptive quantitative method is employed to analyze field data, interviews, and surveys with relevant stakeholders. The findings indicate that the Lump Sum contract led to significant additional work claims amounting to 16% of the initial contract value due to incomplete initial documentation and design changes during execution. The study also compares the Lump Sum contract with a hypothetical Unit Price contract scenario, revealing a potential cost deviation of 22.19%. The evaluation suggests that the Lump Sum contract was less suitable for this project, recommending the Unit Price contract as a more flexible alternative to accommodate changes and uncertainties in construction projects.
PERCEPTION OF CHOOSING CONVENTIONAL TAXI MODES AND ONLINE TAXIS AT PURABAYA TERMINAL Firdausi, Mutiara; Huda, Muhammad Khusnul; Hafizah, Nafilah El
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 2 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i2.2903

Abstract

Transport mode choice is a method for determining the choice of transportation mode for individuals on their way to a destination, which is influenced by several factors. This research focuses on the selection of transportation modes between conventional taxis and online taxis at the Purabaya Terminal in Sidoarjo. This study determined the characteristics of mode users, the factors influencing mode selection, the mode selection probability model, and the model sensitivity when a change occurred in each trip attribute. The data collection process was carried out by distributing questionnaires with the revealed preference technique to bus passengers who got off at Purabaya Sidoarjo Terminal. transport mode choice model data analysis used the binomial logit model and regression analysis. The results of multiple regression analysis to see the variables that influence the choice of mode found that the variables influencing the choice of mode in this study included gender, age, income, travel destination, estimated time, cost estimation, travel purpose, and mode background. The analysis using the binomial logit model revealed that at a waiting time of 5 minutes, the probability of choosing a conventional taxi was 1.40%, while the probability of choosing an online taxi was 98.64%. When the waiting time was 0 minutes, the probability of choosing a conventional taxi was 5.11%, while the probability of choosing an online taxi was 94.89%. In order for the chances of choosing a conventional taxi to be above 50%, the conventional taxi mode must reduce the waiting time by about 10 minutes so that a conventional taxi is chosen.
PERBANDINGAN JUMLAH PROPORSI CAMPURAN DAN KEKUATAN MEKANIK BETON BERDASARKAN SNI 03-2834-2000 DAN SNI 7656:2012 Suku, Yohanes Laka; Dhema, Yovita Yoanata
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 2 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i2.2997

Abstract

The current concrete mix design is still based on the guidelines in SNI 03-2834-2000 which refers to Departement of Environment (DoE), Building Research Establishment, Britain and SNI 7656: 2012 which refers toAmerican Concrete Institute (ACI) 211.1-91. This study analyzes the differences between the standards SNI 7656:2012 and SNI 03-2834-2000 in designing concrete mixtures with a target compressive strength of 20 MPa. The analysis results show that SNI 7656:2012 uses less coarse aggregate, cement, and water, specifically 4.39%, 23.07%, and 16.35% less, respectively, but uses 41.75% more fine aggregate compared to SNI 03-2834-2000. The concrete designed using SNI 03-2834-2000 resulted in higher average compressive strength by 25.82%, higher tensile splitting strength by 46.27%, and higher flexural strength by 18.93%. However, the rate of strength development at 14 days was faster for concrete designed with SNI 7656:2012, with increases of 14.37% in compressive strength, 13.53% in tensile splitting strength, and 9.69% in flexural strength. Additionally, the water-cement ratio (WCR) and the proportion of aggregate mixtures were found to have a significant impact on concrete strength; a lower WCR and a higher proportion of coarse aggregate tend to increase concrete strength.
ANALISA KERUSAKKAN JALAN MENGGUNAKAN METODE BINA MARGA – IRIMETER 2 PADA RUAS JALAN HAMADI – ENTROP KELAPA DUA KOTA JAYAPURA Hanura Sinaga, Roni Teguh
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 2 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i2.3049

Abstract

The International Roughness Index (IRI) is a parameter used to determine the level of unevenness of a road surface in units of m/km. This parameter measures the level of unevenness of the road surface presented in a scale of values that can be the level of damage to the road surface layer felt by the driver. In this study, it is known that the percentage of unevenness conditions that need to be addressed along the Hamadi - Entrop Kelapa Dua Road section (STA.034 + 300 - STA.039 + 300) is 82% good condition with routine maintenance handling suggestions, 18% moderate condition with periodic maintenance handling suggestions. This research identifies and provides suggestions regarding appropriate handling based on the IRI value scale.
PENERAPAN BRONJONG SEBAGAI PERKUATAN TEBING PADA SUNGAI PAPPA Virlayani, Asnita; Mustakim, Mustakim; Sulfanita, Andi
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 2 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i2.3092

Abstract

The Pappa River is one of the rivers in South Sulawesi which often experiences flooding during the rainy season. The flooding that occurred resulted in scouring of the river cliffs, so to prevent damage to the cliffs and the expansion of the river, it was necessary to plan cliff supports in the form of gabions. This research aims to determine the form and dimensions of effective slope strengthening planning in the Pappa River, Takalar Regency. Planning the dimensions of retaining walls includes design of gabion size and gabion stability and is analyzed using the gabion reinforcement capacity formula based on SNI 03-0090-1999. The calculated results of the overturning forces were 8.82 ≥ 1.5 and the shearing forces was 4.34 ≥ 1.5 so that the gabion construction was safe. Meanwhile, the gabion building will be placed on a cliff downstream of the Jenelata river, 200 meters long with dimensions 2 x 1 x 0.5, number of partitions 1 and capacity of 1 m³
EVALUASI INSTALASI PLUMBING AIR BERSIH PADA GEDUNG SUDIRMAN ROGOJAMPI MENGGUNAKAN PIPE FLOW EXPERT Hutasoit, Eva Olivia; Hidayat, Taufik
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 2 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i2.3342

Abstract

The SMK NU Sudirman Rogojampi building has problems with its clean water installation system, namely water distribution that is not smooth and sometimes jammed. This problem is thought to be due to the value of flow speed and pressure in clean water installations that do not meet the applicable minimum requirements. The purpose of this study was to evaluate the installation of clean water in the SMK NU Sudirman Rogojampi building. In this study, the author used the SNI 03-7065-2005 as a reference to calculate the clean water demand and conducted simulations using the Plumbing Pipe Flow Expert software. This software was employed to evaluate and simulate water flow in detail according to the guidelines specified in the SNI 03-7065-2005 related to plumbing systems in buildings. The results of this research indicate that the current clean water demand in the SMK NU Sudirman Rogojampi building is 16,800 liters per day or 16.80 m3 per day. Subsequently, a simulation of the clean water plumbing installation was performed using the Pipe Flow Expert software. In the first simulation, the generated water flow rate was in accordance with the field testing results, and the flow velocity only met the minimum requirements of SNI 03-7065-2005 for pipes numbered 1, 2, 12, 14, 18, 20, and 21. The water pressure also met the minimum requirements at nodes 5 and 24. In the second simulation, the results showed that the water flow rate, flow velocity, and pressure in the installation met the minimum requirements specified in SNI 03-7065-2005. Based on the simulation results, a suitable simulation was obtained, namely in the second simulation in the form of an improvement in the addition of an upper pusher pump from the rooftank to increase the speed and pressure of water in the clean water installation of the SMK NU Sudirman Rogojampi building.

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