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All Journal Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) JHP17 (Jurnal Hasil Penelitian) RACIC : Rab Construction Research Indonesian Journal Of Civil Engineering Education EXTRAPOLASI: Jurnal Teknik Sipil axial : jurnal rekayasa dan manajemen konstruksi Portal: Jurnal Teknik Sipil Jurnal Kacapuri : Jurnal Keilmuan Teknik Sipil Jurnal Manajemen Teknologi dan Teknik Sipil (JURMATEKS) G-Tech : Jurnal Teknologi Terapan Jurnal Teknik Industri Terintegrasi (JUTIN) Jurnal Teslink : Teknik Sipil dan Lingkungan Extrapolasi Jurnal Teknik Sipil Formosa Journal of Science and Technology (FJST) Journal of Scientech Research and Development Prosiding Seminar Nasional Teknik Sipil UMS Jurnal Pengabdian Masyarakat Bhinneka Jurnal Teknik Sipil Prosiding Seminar Nasional Rekayasa Teknologi Industri dan Informasi ReTII Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri Calamity: A Journal of Disaster Technology and Engineering Jurnal Teknik AMATA Jurnal Online Skripsi Manajemen Rekayasa Konstruksi (JOS-MRK) Prosiding Seminar Nasional Ilmu Teknik Senadika
Michella Beatrix
Program Studi Teknik Sipil, Fakultas Teknik Universitas 17 Agustus 1945 Surabaya
Aerospace Engineering Agriculture, Biological Sciences & Forestry Humanities Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mechanical Engineering Physics Public Health Social Sciences Transportation Other

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Analisis Faktor Keterlambatan Waktu Pelaksanaan Proyek Jalan Nasional di Jawa Timur Affrilia Khusnul Khotimah; Michella Beatrix
Jurnal Teknik Sipil Vol. 15 No. 2 (2022): Desember 2022
Publisher : Faculty Of Engineering University 17 August 1945 Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1788.262 KB) | DOI: 10.56444/jts.v15i2.317

Abstract

Terdapat beberapa faktor yang dapat mempengaruhi keterlambatan dalam pelaksanaan suatu proyek, seperti pembangunan jalan nasional di Jawa Timur. Pentingnya untuk melakukan analisis terhadap faktor yang dapat menyebabkan keterlambatan proyek tersebut. Penelitian ini bertujuan untuk mengidentifikasi inti permasalahan yang menyebabkan keterlambatan dalam pelaksanaan suatu proyek dan memberikan penjelasan secara rinci tentang mengatasi masalah yang terjadi pada proyek. Berdasarkan dari analisis, penyebab yang paling mempengaruhi terjadinya keterlambatan pada proyek jalan nasional di Jawa Timur adalah aspek eksternal dan force major. Aspek ini merupakan faktor-faktor yang tidak dapat diantisipasi dan dihindari, seperti cuaca buruk, kebakaran, dan bencana alam. Aspek lingkup  dokumentasi pekerjaan (kontrak) juga memiliki pengaruh signifikan terhadap terjadinya keterlambatan proyek. Masalah yang terkait dengan lingkup pekerjaan dan dokumentasi yang tidak jelas dapat menyebabkan keterlambatan proyek. Aspek sistem organisasi, koordinasi, dan komunikasi serta aspek sistem inspeksi, kontrol, dan evaluasi juga memil iki pengaruh yang signifikan terhadap terjadinya keterlambatan proyek. Masalah yang terkait dengan sistem organisasi, koordinasi, dan komunikasi serta sistem inspeksi, kontrol, dan evaluasi dapat menyebabkan terjadinya keterlambatan proyek. Nilai probabilitas persentase untuk setiap aspek tersebut secara berurutan adalah 25%, 19%, 19%, dan 19%. Kata kunci: keterlambatan proyek, faktor keterlambatan, probabilitas,  
Mempercepat Waktu Pelaksanaan Proyek Pembangunan Jalur Ganda Kereta Api Antara Mojokerto-Sepanjang Melalui Penjadwalan Line of Balance Cristina Widya Ningrum; Michella Beatrix
Jurnal Manajemen Teknologi & Teknik Sipil Vol 5, No 2 (2022): DECEMBER
Publisher : Faculty of Engineering, Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (2548.695 KB) | DOI: 10.30737/jurmateks.v5i2.4020

Abstract

In construction management, project scheduling is an important thing to note. The project schedule is a means of determining proper duration, controlling implementation progress, and allocating resources efficiently. Improper scheduling will have an impact on project delays. the project for the construction of a double track railway across the south of Java between Mojokerto-Sepanjang is planned to be completed in 60 weeks with overlapping activities due to changes in activities. This double track rail project is an ongoing project. This research aims to find out the project implementation time using the Line of Balance. The development project has a length of 3011.23 m. the Line of Balance method is carried out by determining the dependency logic, preparing a Line Of Balance schedule, drawing a Line Of Balance graph, and determining the production speed. The results of the study show that the line of balance schedule in the existing conditions has lines of intersection between jobs. The intersection indicates that there is overlapping work. For this reason, improvements are made by changing the dependency logic from work that was originally parallel to not parallel. The results of improvements made by reducing the duration per work cycle by 1 week revealed that the duration of the project could be accelerated to 38 weeks. So that the scheduling can be used to speed up the time of implementation of project activities.
Penerapan Kesehatan dan Keselamatan Kerja (K3) di Masa Pandemi Covid-19 pada Proyek Pembangunan Gedung OJK KR. 4 Jawa Timur Athallah Prawira Bima Nursandah; Wateno Oetomo; Michella Beatrix
Jurnal Manajemen Teknologi & Teknik Sipil Vol 5, No 2 (2022): DECEMBER
Publisher : Faculty of Engineering, Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (2975.674 KB) | DOI: 10.30737/jurmateks.v5i2.2923

Abstract

The success of a construction is influenced by the performance of workers. Worker performance is influenced by the environment to the existing occupational safety and health system. The Covid pandemic has had an impact on changing the structure of the construction sector, one of which is on workers. These changes are not easily implemented by construction workers. There are several factors that cause it is not easy to apply such as understanding, ability and attitude. The purpose of this study is to analyze the application of occupational health and safety (K3) in the construction project of the OJK KR.4 building, East Java, Surabaya. Data obtained from questionnaires distributed to workers. The data obtained were then analyzed for Validity, Reliability, Normality, and Multiple Linear Regression including the F-Test, Coefficient of Determination, and T-Test. The results showed that the COVID-19 pandemic and OSH behavior had an effect on the implementation of OSH by 74.4% and the remaining 25. 6% influenced by other things. However, the attitude and behavior of K3 became the most dominant among the two variables studied. So that knowing the most influential variables in the implementation of K3 during a pandemic can inform construction organizations and policy makers about aspects to implement preventive measures aimed at protecting construction workers.
PENJADWALAN PROYEK MENGGUNAKAN METODE PERT (PROGRAM EVALUATION AND REVIEW TECHNIQUE) PADA PROYEK PEMBANGUNAN ELYON CHRISTIAN SCHOOL SURABAYA Michella Beatrix
Retii Prosiding Seminar Nasional ReTII Ke-14 2019
Publisher : Institut Teknologi Nasional Yogyakarta

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

Abstract

In implementing a project there are 3 important things that need to be considered for the success of a project, Cost, Quality and Time. These 3 things are always taken into account the compilation will begin project implementation, but of these 3 things are parts that can affect the cost and quality. When determining the project completion time it is not necessary to consider the success of the project, the anticipation of the project will be completed on time and will be smaller and this improvement project will increase the greater the delay. In order to study the problem at hand, this study uses the PERT method (EVALUATION PROGRAM AND REVIEW ENGINEERING) for a specified duration of 150 days. The results of this study obtained data that to get approval for project completion of 85% -99.55%, the duration of project implementation needed is 170-200 days.
Mempercepat Waktu Pelaksanaan Proyek Pembangunan Jalur Ganda Kereta Api Antara Mojokerto-Sepanjang Melalui Penjadwalan Line of Balance Cristina Widya Ningrum; Michella Beatrix
Jurnal Manajemen Teknologi & Teknik Sipil Vol. 5 No. 2 (2022): DECEMBER
Publisher : Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30737/jurmateks.v5i2.4020

Abstract

In construction management, project scheduling is an important thing to note. The project schedule is a means of determining proper duration, controlling implementation progress, and allocating resources efficiently. Improper scheduling will have an impact on project delays. the project for the construction of a double track railway across the south of Java between Mojokerto-Sepanjang is planned to be completed in 60 weeks with overlapping activities due to changes in activities. This double track rail project is an ongoing project. This research aims to find out the project implementation time using the Line of Balance. The development project has a length of 3011.23 m. the Line of Balance method is carried out by determining the dependency logic, preparing a Line Of Balance schedule, drawing a Line Of Balance graph, and determining the production speed. The results of the study show that the line of balance schedule in the existing conditions has lines of intersection between jobs. The intersection indicates that there is overlapping work. For this reason, improvements are made by changing the dependency logic from work that was originally parallel to not parallel. The results of improvements made by reducing the duration per work cycle by 1 week revealed that the duration of the project could be accelerated to 38 weeks. So that the scheduling can be used to speed up the time of implementation of project activities.
Analysis Quality Control in Project Development Warehouse PT Santos Jaya Abadi Using the Process Decision Program Chart Method Yohanes Usman Nandyanto; Michella Beatrix; Masca Indra Triana
Formosa Journal of Science and Technology Vol. 2 No. 5 (2023): May, 2023
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/fjst.v2i5.4079

Abstract

Construction project must have quality control to guatantee safety worker. However, even though technical specifications have been prepared, deviations in quality during construction project implementation always occur, so the great of the building does now not comply with the satisfactory requirements which have been set and reasons the low quality of human resources in the construction global. This research began with data collection through the process decision program chart method and questionnaire method, distributed to project warehouse PT Santos Jaya Abadi. The collected data questionnaires were analyzed using Process Decision Program Chart Method dan Microsoft Excel. The analysis quality control and analysis risk show that quality control effective and implemented in project contruction. The result of structure work such as beam and column have the same percentage of 76%, floor plate has a percentage of 72%. While on structure work beam has risk level value 7.49, column with a value of 7.42, floor plate with a value of 6.43. , floor plate structure work with a value of 6.43.
ANALISA PENGENDALIAN MUTU PROYEK GUDANG PT SANTOS JAYA ABADI MENGGUNAKAN PROCESS DECISION PROGRAM CHART METHOD Yohanes Usman Nandyanto; Michella Beatrix; Masca Indra Triana
Jurnal Teknik Sipil Vol 4, No 1 (2023)
Publisher : Institut Teknologi Adhi Tama Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31284/j.jts.2023.v4i1.4497

Abstract

Construction projects are growing wider and more complex in terms of physical and cost. In practice, a project has limited resources in people, materials, costs, or tools. Construction project must have quality control to guatantee safety worker. However, even though technical specifications have been prepared, deviations in quality during construction project implementation always occur, so that the quality of the resulting building does not comply with the quality requirements that have been set and causes the low quality of human resources in the construction world Factors causing quality control in this study can directly or indirectly affect the project. This research began with data collection through the process decision program chart method and questionnaire method, distributed to project warehouse PT Santos Jaya Abadi, with the respondents from  project managers to workers. Furthermore, the collected data questionnaires were analyzed using the IBM SPSS dan Microsoft Excel. The analysis quality control and analysis risk show that quality control have a effective and well implemented in project contruction, with the result in structure work such as beam work and column work have the same percentage of 76% and floor plate work has a percentage of 72%. While on structure work such as beam has risk level value 7.49, column structure work with a value of 7.42, floor plate structure work with a value of 6.43.
Identifikasi Resiko Kecelakaan Kerja Menggunakan Metode Hirarc Pada Proyek Preservasi Jalan Rigid Pavement Babat-Lamongan-Gresik Maria Fransiska Trinity Juraman; Michella Beatrix
Jurnal TESLINK : Teknik Sipil dan Lingkungan Vol 5 No 2 (2023): Next Issue on, September 2023
Publisher : Universitas Nusa Putra

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52005/teslink.v5i2.240

Abstract

Kecelakaan kerja adalah segala insiden yang terjadi di tempat kerja atau berkaitan dengan pekerjaan, yang dapat menimbulkan cedera, penyakit akibat kerja (PAK), hinggan kematian. Beberapa cara yang digunakan untuk mencegah kecelakaan kerja ialah dengan melakukan indetifikasi resiko kecelakaan kerja. Pada penelitian ini dimaksudkan untuk mengidentifikasi resiko kecelakaan kerja menggunakan metode HIRARC. Hasil dari penelitian ini adalah hasil identifikasi resiko kecelakaan kerja, penilaian resiko kecelakaan kerja, dan pengendalian resiko kecelakaan kerja. Kata Kunci: Kecelakaan kerja, HIRARC¸ PAK
Occupational Health and Safety (OHS) Impact on Time and Cost of East Java'S National Road Projects Boyke Mangaratua Nainggolan; Michella Beatrix
Indonesian Journal Of Civil Engineering Education Vol 9, No 1 (2023): Indonesian Journal of Civil Engineering Education
Publisher : Universitas Sebelas Maret

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20961/ijcee.v9i1.69550

Abstract

Road infrastructure development has increased in the last three years. Like the construction of other infrastructure projects, the implementation of this road project also carries a high risk of work accidents. Therefore, knowledge of Occupational Safety and Health (OHS) is needed to minimize the potential risk of work accidents. The purpose of this study is to determine the implementation of Occupational Safety and Health (OHS) in national road projects in East Java and review what can be done so that the implementation of Occupational Safety and Health (OHS) in national road projects in East Java can run better. This research began with data collection through the questionnaire method, distributed to the national road project head office in East Java, with the respondents being project managers or project leaders. Furthermore, the collected questionnaire data were analyzed using the Partial Least Square (PLS) method. The results of the partial least squares analysis show that the factor that most influences the application of OHS is the Management Role Factor (X2) which ranks first, with the Management Role variable having an effect of 25.07%.
ANALISIS PONDASI BORE PILE DAN TIANG PANCANG TERHADAP BIAYA DAN WAKTU PENGERJAAN : Studi kasus: Pada Proyek Pembangunan Pangkalan Penjagaan Laut dan Pantai Kelas II Tanjung Perak Alifiandi Varian Jaya; Michella Beatrix; Putri Suci Mawariza
Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri Vol. 3 No. 1 (2023): Jurnal Taguchi : Jurnal Ilmiah Keilmuan Teknik dan Manajemen Industri
Publisher : LPPM Universitas Bina Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46306/tgc.v3i1.84

Abstract

The current development in the construction industry is rapidly advancing. Regardless of any construction process, it takes a considerable amount of time to complete from start to finish. Therefore, careful considerations are needed to determine the most appropriate and efficient way to execute a construction project. Tanjung Perak Class II Sea and Coastal Guard Base (Pangkalan Penjaga Laut dan Pantai or PLP) is a Technical Implementation Unit under the authority and responsibility of the Directorate General of Sea Transportation, as regulated by the Ministry of Maritime Affairs. In this project, pile foundation is being used. However, during the foundation work, several challenges arise. These include the unavailability of ready-to-use hydraulic equipment, hydraulic equipment repairs, and a one-week delay in the arrival of the pile foundation, which leads to a delay in the foundation work. As a result, the workers cannot maximize their productivity while waiting for the equipment to arrive. In addition to the delay, there is also a cost escalation, as the workers are still being paid despite not being able to work at their maximum capacity. Therefore, a comparison between the current pile foundation and alternative foundation types is necessary to find a more efficient solution and minimize the encountered challenges. Based on the data analysis, the duration required for the preparation work and the installation of 65 points of 30x30cm pile foundation with a depth of 16m at Tanjung Perak Class II Sea and Coastal Guard Base is 8 weeks or 56 days, with a cost of Rp 670,742,965.00. On the other hand, the duration for the preparation work and the installation of 65 points of 30cm bore pile foundation with a depth of 16m is 69 days or 10 weeks, with a cost of Rp 520,779,603.00. From the discussions and deliberations above, the time difference between pile foundation and bore pile foundation is 13 days. Bore pile foundation takes 13 days longer than pile foundation. The cost difference between pile foundation and bore pile foundation is Rp 149,963,362
Co-Authors Aditya Pradana, Aditya Aditya Yudhistira Adzim, M. Fatkhul Affrilia Khusnul Khotimah Affrilia Khusnul Khotimah Alfandi, Alfandi Alifiandi Varian Jaya Anggraeni, Kharisma Dewi Ardiansyah, Ilmam Ari Wibowo Ari Wibowo Arifin, Moch.Ali Athallah Prawira Bima Nursandah Bantot Sutriono Bantot Sutriono, Bantot Boyke Mangaratua Nainggolan Cristina Widya Ningrum Dew Pertiwi Dewi Pertiwi Dwijayanto, Pebru Fahreza Irghi Budi Saputra Fatmawati, Laily Endah Fatmawati, Laily Endah Firmansyah, Mochamad FIRMANSYAH, MOCHAMMAD Gede Sarya Gede Sarya, Gede Herry Widhiarto, Herry Indirani, Dwi Novita Intan Nur Anggrayni Jamila, Rika Lathifia Qolbina Lintang Sinipat M. Roudlloh Nur Kusuma putra Mahendra, Reyga Aditya Malik, Ariansyah Maria Fransiska Trinity Juraman Mathias, Leonardo Milo, Febriyanti Mohammad Rizal Mantovani Muhammad Rafli Nurabidin Muhammad Rizky Ashar Nadlif, Dimas Amrun Nalindri, Intan Rizqi Ninda Qurmaulia Dhani Nurani Hartatik Nurul Rochmah Nurul Rochmah Oetomo, Wateno Permana, Alung Nanda Puspitaningrum, Hilda Putri Suci Mawariza Ramadhina, Wandasari Reyga Aditya Mahendra Riyanti, Intan Yuli Rosyid, Rizal Saves, Faradlillah Sulistyo, Wanda Ardhani Suryanto, Kelik Tia Herlina Sugiharto Tiara Retnali Putri Angguningtyas Wahyu Tri Sutrisno Wateno Oetomo Wateno Oetomo Yahya, Fandy Ahmad Amiruddin Yohanes Usman Nandyanto Yohanes Usman Nandyanto Zahroh, Alyatus