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All Journal Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Media Konstruksi : Jurnal Ilmiah Teknik Sipil JURNAL SIPIL SAINS Briliant: Jurnal Riset dan Konseptual Teras Jurnal Jurnal Abdimas BSI: Jurnal Pengabdian Kepada Masyarakat Jurnal SOLMA EXTRAPOLASI: Jurnal Teknik Sipil Jurnal Pengabdian Masyarakat Kesehatan Reka Buana : Jurnal Ilmiah Teknik Sipil dan Teknik Kimia Astonjadro Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Jurnal Pensil : Pendidikan Teknik Sipil Jurnal Pengabdian Al-Ikhlas Stabilita : Jurnal Ilmiah Teknik Sipil Fakultas Teknik Universitas Halu Oleo Kendari Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Jurnal Tecnoscienza Buletin Profesi Insinyur Discovery : Jurnal Ilmu Pengetahuan ABIDUMASY : Jurnal Pengabdian kepada Masyarakat Publikasi Riset Orientasi Teknik Sipil (Proteksi) Reaktom : Rekayasa Keteknikan dan Optimasi Journal Innovation of Civil Engineering (JICE) Extrapolasi Madiun Spoor : Jurnal Pengabdian Masyarakat Jurnal Pengabdian kepada Masyarakat Politeknik Negeri Batam Jurnal Penelitian Bidang Inovasi & Pengelolaan Industri (Invantri) Journal of Research Applications in Community Services Jurnal Riset Rumpun Ilmu Teknik (JURRITEK) Jurnal Masyarakat Madani Indonesia Jurnal Teknologi dan Rekayasa Sumber Daya Air Sewagati Scientica: Jurnal Ilmiah Sains dan Teknologi Jurnal Sains Student Research Jurnal Sipil Terapan JURNAL ILMIAH PENELITIAN MAHASISWA JURNAL MULTIDISIPLIN ILMU AKADEMIK Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Media Konstruksi : Jurnal Ilmiah Teknik Sipil Jurnal Rekayasa dan Aplikasi Teknik Sipil
Nugroho, Meriana Wahyu
Universitas Hasyim Asy’ari Tebuireng Jombang
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Analisis Strategi Menuju Eco Green Kampus Menggunakan Metode SWOT Pada Kampus Universitas Hasyi Asy'ari Jombang Mohammad Nur Fatta Muzzakki; Titin Sundari; Meriana Wahyu Nugroho; Rahma Ramadhani
Jurnal Sipil Terapan Vol. 1 No. 2 (2023): November: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i2.186

Abstract

Civil Engineering is the study of planning, construction, and maintenance of physical structures such as bridges, buildings, and roads. These include sub-fields such as geotechnical, structures, transportation, hydraulics and environmental management. Civil engineers also study ways to manage natural and environmental resources used in construction projects Civil engineering can be used in eco-green environmental analysis. One example is in the planning and construction of green buildings, which are buildings that are designed and constructed in an environmentally friendly way. Civil engineering can be used to analyze and evaluate various aspects of the environment, such as energy efficiency, natural resource use, water management, and greenhouse gas emissions Civil engineering can also be used in the planning and construction of environmentally friendly roads, such as eco-friendly country roads, walking, and bicycle roads.
Evaluasi Kinerja Struktur Tahan Gempa Dengan Metode Pushover Analysis Pada Gedung RS. Muhammadiyah Siti Khodijah Gurah - Kediri Abdul kholil; Titin Sundari; Meriana Wahyu Nugroho; Rahma Ramadhani
Jurnal Sipil Terapan Vol. 1 No. 2 (2023): November: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i2.187

Abstract

Indonesia is a country that is vulnerable to natural disasters, one of which is an earthquake. Because Indonesia is at the meeting point of the 3 most important major plates in the world, one of the effects of the earthquake is damage to building structures. Structural planning is needed for buildings with earthquake resistance from the many occurrences of earthquakes seen in recent times and the losses incurred.Pushover analysis is a non-linear static analysis. The static load captured at the center of mass of each floor is taken into account in this pushover analysis as the effect of the design earthquake on the building structure, the aim of which is to find out how the building structure will collapse during an earthquake so that you can know which parts of the structure are in critical condition and what to do if they do not meet the requirements.The results of the analysis show that the maximum base shear force for the x direction capacity curve is 484.6749 tons with a displacement of 0.095228 m occurring in the 6th step, while the y direction of the maximum base shear force is 555.339 tons and displacement of 0.152807 m occurs in the 14th step. The performance point value is also obtained from the analysis pushover in the x direction with = 475.025 tons and D = 0.087 m yield Sa = 0.205 g and Sd = 0.072 m, while for the y direction with = 499.168 tons and D = 0.086 m yield Sa= 0.225 g and Sd = 0.067 m. Then at the level of building performance in the x and y direction parametersMaximum Total Drift Ratio included in the category Immediate Occupancy (IO), it can be concluded that the building did not suffer significant damage, the building is safe when an earthquake occurs, the risk of loss of life and structural failure is not too significant and can be used again immediately.
Evaluasi Nilai Stabilitas Pada Aspal AC-WC Dengan Metode SNI 06-2489-1991 Fahrisal Gunawan; Meriana Wahyu Nugroho; Totok Yulianto; Titin Sundari
Jurnal Sipil Terapan Vol. 1 No. 2 (2023): November: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i2.284

Abstract

Asphalt concrete is a combination of aggregate, asphalt, with or without additives. To obtain high stability in asphalt concrete, it is necessary to have an aggregate that is well graded, dense, and has small voids between aggregate grains. Asphalt concrete performance testing can be done through the Marshall test. The Marshall Test Tool is used to determine the characteristics of a road pavement layer. One of the Marshall test kits that is still widely used in laboratories is the analog Marshall test kit. This study used an experimental method in the laboratory of the Jombang Regency Public Works Office with core test objects (KOR) made of a mixture of wear-resistant steel (AC-WC) with a thickness of 4 cm each. In this test, 4 core specimens were used in accordance with the 2010 General Highways Specifications (revision 3). With the composition of the constituent materials consisting of Aggregate 0-5 mm (42.2%), Aggregate 5 - 10 mm (33%), Aggregate 10 - 15 mm (16.9%), Filler Cement (1.9%), Asphalt Content (6%) those who get the value of 91.3% (stability) is the final residual stability value, before obtaining this value there are several values listed, namely; value 2,292gr/cm3 (Bj Mix), 5.274% (effective asphalt content), 0.772% (absorption of asphalt), 4.71% (VIM), VMA 16.80% (VIM), 71.97% (VFB ), 1178kg (initial marshall stability) , 3.55mm (flow), 332kg/mm (Marshall quetient).
Analisis Produktivitas Pekerja Pada Pekerjaan Pondasi dan Pemasangan Batu Bata Dengan Metode Work Study Muhamad Fauzan Endar; Rahma Ramadhani; Meriana Wahyu Nugroho; Titin Sundari
Jurnal Sipil Terapan Vol. 1 No. 2 (2023): November: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i2.288

Abstract

Work productivity is an element where the success of a project requires effective time and cost. This study aims to determine the productivity of foundation and brick workers. The work study method is an operations management technique used to increase work efficiency. The results of the analysis on foundation work with 2 groups (1 worker and 1 worker) using work study and AHSP 2021 for 1m3 with 1:3:10 specs obtained a productivity of 12.92 1m3 for 3 working days with a cost per 1m3 using the work study method, namely Rp.639,306 and AHSP 2021 Rp.782,517 with a difference of Rp. 143,211. The total cost of workers in foundation work using the work study method is IDR 8,257,273 and the 2021 AHSP is IDR 10,106,990 with a difference of IDR 1,849,717. In brick work with 1 group (1 mason 1 worker) using work study and AHSP 2021 for 1m2 with 1:3:10 specs, the productivity is 106.99 m2 for 9 working days with a cost per 1m2 using the work study method, namely Rp.60,696 and AHSP 2021 Rp.68,834 with a difference of Rp.8,138. The total cost of workers on brick work using the work study method is IDR 6,488,408 and AHSP 2021 is IDR 7,358,312 with a difference of IDR 869,904.
Analisis Proyek Pembangunan Jalan Dengan Metode Earned Value (Studi Kasus : Peningkatan Jalan Empunala Kota Mojokerto) Arrozaq, Muhammad Arif; Ramadhani, Rahma; Nugroho, Meriana Wahyu; Sundari, Titin
Scientica: Jurnal Ilmiah Sains dan Teknologi Vol. 2 No. 12 (2024): Scientica: Jurnal Ilmiah Sains dan Teknologi
Publisher : Komunitas Menulis dan Meneliti (Kolibi)

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

Abstract

Ketepatan biaya dan waktu sangat berpengaruh terhadap keberhasilan suatu proyek pembangunan jalan. Beberapa hal yang harus dipikirkan adalah waktu dan uang yang terlibat. Earned Value adalah alat yang dapat membantu kedua bagian pengendalian proyek. Proyek Perbaikan Jalan Empunala Kota Mojokerto menjadi fokus penelitian ini. Biaya proyek yang diharapkan, total lama pekerjaan, dan terlambat atau tidaknya jadwal adalah tujuan utama penelitian ini. Hasil penelitian menunjukan pada minggu ke-32 dari segi kinerja biaya nilai cost varians (CV) didapat hasil positive (+) = Rp.3,932,906,360, segi kinerja waktu nilai schedule varians (SV) bernilai positif (+) = Rp.6,809,900,709, nilai cost performed index (CPI) = 1.049, schedule performed indeks (SPI) = 1.087. Estimasi biaya akhir penyelesaian proyek EAC sebesar Rp.96,739,956,668., yang artinya menghemat biaya sebesar Rp.4,707,602,067. Estimasi waktu penyelesaian proyek EAS adalah 40 minggu yang berarti proyek akan selesai lebih cepat 1 minggu dari waktu yang telah direncanakan yaitu 41 minggu.
Effect of Corrosion on Steel Strength (ST. 37) Sundari, Titin; Mutrofin, Akmam; Ramadhani, Rahma; Khiyana, A'izzatul; Yulianto, Totok; Nugroho, Meriana Wahyu
ASTONJADRO Vol. 13 No. 3 (2024): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v13i3.16577

Abstract

Rust on steel is often a problem in construction work. Rust occurs when iron oxidizes. The cause is prolonged exposure to water, air, or an acidic environment. Iron will bind oxygen atoms in the air to form iron oxide/rust. Rust continues to increase, accelerating the process of damage to buildings. Rust cannot be avoided, but it can control its rate. St.37 carbon steel is the most widely used material for various types of building construction. Therefore, it is necessary to carry out experimental tests regarding the rate of corrosion and its effect on the strength of steel. In this research, using St.37 steel plates, the corrosion process was carried out by leaving the specimens in an open space, immersing the specimens in sea water, and immersing the specimens in fresh water for 15 days. The aim of this research is to analyze the corrosion rate and its effect on the strength of St.37 carbon steel material. Based on the research results, the average corrosion rate of test plates in open spaces was 0 MPy with an extraordinary resistance category; soaked in sea water 14.76 MPy with good category; and soaked in fresh water 39.37 MPy with the fair category. Meanwhile, based on the tensile test results, the average strength was 560.8 MPa for objects, 510.4 MPa, and 492.8 MPa, respectively. This corrosion rate affects the strength of the steel, the greater the corrosion rate, the tensile strength of the steel plate decreases.
Analisis Keuntungan Proyek Menggunakan Metode Roi Pada Proyek Pembangunan Perumahan Subsidi Permata Alam Kecamatan Diwek Kabupaten Jombang Ahmad Dhiyaur Rahman; Totok Yulianto; Titin Sundari; Meriana Wahyu Nugroho
Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Vol. 2 No. 2 (2024): April: Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sip
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/konstruksi.v2i2.230

Abstract

Infrastructure development in Jombang Regency has increased, after the city returned to normal from the Covid outbreak over time. The natural gem subsidized housing project was built on an area of ​​7,410 m2. This landed house was built with Type 30/60 with a total of 71 housing units. This project was built by PT SAMI KARYA. In this research, data collection was obtained from developers such as weekly reports, daily reports, work schedules, RAB, and actual costs. In 2023, demand for houses in Jombang Regency will increase drastically because there are still many people who need a place to live. The methods used are Return of investment, Internal rate of return and Benefit cost ratio. The ROI calculation method is concluded to be still in profitable status as a long-term investment and can be used to invest in subsidized housing development projects with an ROI value above 16.19% as a return on investment parameter, but after carrying out a trial calculation, a profit value of 389 is obtained. % and of course achieve, even exceed the target.
ANALISIS KINERJA PADA SIMPANG TIGA TAK BERSINYAL JALAN RAYA PLOSO Sakti Sakti; Titin Sundari; Totok Yulianto; Meriana Wahyu Nugroho
JOURNAL SAINS STUDENT RESEARCH Vol. 2 No. 5 (2024): Oktober : Jurnal Sains Student Research
Publisher : CV. KAMPUS AKADEMIK PUBLISING

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61722/jssr.v2i5.2707

Abstract

Jalan Raya Ploso, classified as a two-lane undivided road, serves as the primary route connecting Jombang Regency, Mojokerto Regency, and Lamongan Regency. This road is situated in a densely populated area that includes residential neighborhoods, commercial establishments, a terminal, and various vendors, resulting in a mix of vehicles such as large trucks, buses, motorcycles, and cars moving simultaneously. Traffic congestion frequently occurs due to several factors, including market activities, vehicle parking, and vehicles moving slowly or entering and exiting properties along the road. The aim of this research is to analyze the issues occurring on Ploso Highway and provide alternative solutions that can be implemented. The focus of the study is the unsignalized three-way intersection in front of Ploso Market. Observations indicated a road capacity of 2558 vehicles per hour (vph) with a degree of saturation (Dj) of 0.92. Since this degree of saturation does not meet the PKJI 2023 standard, which sets an ideal degree of saturation below 0.85, the researcher proposes an alternative solution involving widening the lane by 1.20 meters on the major road and 0.50 meters on the minor road.
Analisis Profitabilitas pada Proyek Rehabilitasi Jalan Banjaragung Pulosari Jombang Dita Irtanti Febrianita; Totok Yulianto; Meriana Wahyu Nugroho; Titin Sundari
Jurnal Sipil Terapan Vol. 2 No. 2 (2024): November : Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v2i2.601

Abstract

Profitability analysis is a key factor in evaluating the success of construction projects. This study focuses on the profitability of the Banjaragung - Pulosari road rehabilitation project in Jombang. The rehabilitation project spans 1,566 meters in length and 3 meters in width, with a project value of IDR 1,534,120,251. To determine the profit level, a profitability analysis is required. The main objective of this report is to provide an understanding of profitability analysis in the construction industry, particularly in the Banjaragung - Pulosari road rehabilitation project in Jombang, by presenting the Return on Investment (ROI), Internal Rate of Return (IRR), and Benefit-Cost Ratio (BCR) methods as tools for evaluating profitability. The analysis results show a favorable outcome with an ROI of 29% and an IRR of 10.42% per year, which is higher than the East Java Regional Development Bank’s Prime Lending Rate (SBDK) of 6% per year. A BCR of 1.0669 also indicates that the benefits exceed the costs, signifying that the project has high investment return potential and is viable to undertake.
Analisis Penjadwalan Waktu Proyek Gedung Puskesmas Ngoro Kabupaten Jombang dengan Menggunakan Metode PDM (Precedence Diagram Methode) Afnan Ashiddiq Virgatara Setyawan; Titin Sundari; Totok Yulianto; Meriana Wahyu Nugroho
Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Vol. 3 No. 1 (2025): Januari: Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik S
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/konstruksi.v3i1.650

Abstract

Time Schedule is used as a guide and control tool for work execution time and productivity of workers, work tools on the project. In terms of productivity control, there are several aspects involved in the monitoring system, such as materials, tools, resources, and scheduling of project activities. Scheduling is the arrangement of resources to complete tasks in achieving targets. by involving components of activities, and time, In order to determine the optimal scheduling and budget. in accordance with time and cost limitations, this study uses the PDM (Precedence Diagram Method) method and the Crashing method through alternative scheduling with the addition of overtime of 1 hour, 2 hours, and 3 hours and knowing the acceleration cost. for each alternative. The results of the acceleration alternative with optimal costs are, alternative 1 adding 1 hour of overtime, the total cost decreased by 0.19% to Rp 3,067,337,201, -. This means that alternative 1 saves costs of Rp 5,984,598, - and is estimated to be one day faster to 119 days.
Co-Authors - Susilowati, - A'izzatul Khiyana A'izzatul Khiyana Abdiyah Amudi Abdiyah Amudi, Abdiyah Abdul kholil Achmad Imam Agung Af'idah, Noer Afnan Ashiddiq Virgatara Setyawan Agung Prasetyo Agus Purnomo Agus Purnomo Ahmad Dhiyaur Rahman Aida Arini Ali Gucci, Ahmad Zulfikar Amudi , Abdiyah Andi Dwi Kurniawan Andik Nur Azis Andim Rendy Setiawan Anita Anjani Arrozaq, Muhammad Arif Asriana kibtiyah A’izzatul Khiyana Basuki , Candra Prasetyo Dasega Arya Eka Cipta Diah Palupi, Budi Rahayu Dian Anisa Rokhmah Wati Dimas Katon Rusdiana Dimas Ubaidillah Dita Irtanti Febrianita Dita Nafa Anggraeni DWI SURYANTO Dwinata, Anggara Emy Yunita Rahma Pratiwi, Emy Yunita Rahma Evi Rizqi Salamah Evi Rizqi Salamah, Evi Rizqi Fahrisal Gunawan Fahrisal Gunawan Fajar Satriya Hadi Fatikhatun Nikmatus Sholihah Fatma Ayu Nuning F.A Fernando Putra.A Hakim, Andy Luqman Heri Prawoto Herry Widhiarto, Herry Hidayatuloh, Suryo I Kadek Dwi Nuryana Imamatul Ummah Irra Purnomo, Amellia Intan Putri Ismatud Dianah Amir Khiyana, A’izzatul Khodijah Maya Kusnul Ciptanila Yuni K Laela Akmalinda Assoraya Leny Suryaning Astutik Lutfi Sultoni Lyya Supriono Madu Sonia Mayasari , Andhika Minto Mohammad Johan Mohammad Nur Fatta Muzzakki Muhamad Fauzan Endar Muhammad Imam Subekti Muhammad Kamal Abdun Nasir Mutrofin, Akmam Nailul Izzati Niken Grah Prihartanti Niken Grah Prihartanti Noer Af'idah Nur Khabibah, Dewi Nur Kholis Nur Rizka Amalia Nurmaiyati Zamzamiyah Pranayudha, Agusti Samsu Pranayudha Prastiyo, Muhammad Primasworo, Rifky Aldila Prista Wahyuningsih Raharja, Hawwin Fitra Rahma Pratiwi, Emy Yunita Rahma Ramadhani Rahmat Tri Prasetya Retno Eka Pramitasari Risma Risma Rizka Mudyanti Rizka Mudyanti Roesdyningtyas Dyah Anggraeny, Ayu Romadhon Tri Anggoro Rusdiana, Dimas Katon Safi Faozi Sakti Sakti Suci Prihatiningtyas Sultoni, Lutfi Sulung Rahmawan Wira Ghani Sumarsono Sumarsono Sumarsono Sumarsono Sumarsono Sundari, Tiitin Sundari, Titin Suryani Maharani Saleh Susilowati Susilowati Susilowati Susilowati Susilowati Susilowati Taufiq Taufiq Titin Sundari Titin Sundari Totok Yulianto Totok Yulianto Totok Yulianto Totok Yulianto Totok Yulianto Totok Yulianto Tri Rijanto Veithzal Rivai Zainal Wijanarko, Nadia Parwaty Zainal Abidin