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All Journal IPTEK Journal of Proceedings Series Jurnal Mahasiswa Jurusan Teknik Sipil Teknika: Jurnal Sains dan Teknologi PENA SAINS Jurnal Teknik Sipil Jurnal Teknik Sipil AGREGAT SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan Media Ilmiah Teknik Sipil axial : jurnal rekayasa dan manajemen konstruksi Nusantara Science and Technology Proceedings International Journal of Eco-Innovation in Science and Engineering (IJEISE) Journal of Civil Engineering Science & Technology (CI-TECH) Jurnal Talenta Sipil Dharma: Jurnal Pengabdian Masyarakat Jurnal Civil Engineering Study Kohesi: Jurnal Sains dan Teknologi Composite: Journal of Civil Engineering Journal of Civil Engineering, Planning, and Design (JCEPD) Future Academia : The Journal of Multidisciplinary Research on Scientific and Advanced Advance Sustainable Science, Engineering and Technology (ASSET) Joong-Ki
Achmad Dzulfiqar Alfiansyah
Universitas Pembangunan Nasional Veteran Jawa Timur
Religion Agriculture, Biological Sciences & Forestry Humanities Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Mechanical Engineering Medicine & Pharmacology Nursing Physics Public Health Social Sciences Transportation Other

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PELATIHAN TENTANG BERCOCOK TANAM DENGAN METODE HIDROPONIK VERTIKULTUR DI DESA KEDAMEAN KABUPATEN GRESIK Puspitasari, Nia Dwi; Kamandang, Zetta Rasullia; Aryaseta, Bagas; Alfiansyah, Achmad Dzulfiqar
Dharma: Jurnal Pengabdian Masyarakat Vol 4, No 2 (2023): November
Publisher : Universitas Pembangunan Nasional "Veteran" Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31315/dlppm.v4i2.10026

Abstract

Desa Kedamean Gresik adalah salah satu desa yang terletak di Kabupaten Gresik, Jawa Timur. Desa ini dikenal sebagai desa yang produktif dalam sektor pertanian, namun dengan lahan yang terbatas. Kondisi ini membuat para petani di desa Kedamean harus kreatif dalam memanfaatkan lahan sempit yang tersedia. Untuk membantu masyarakat desa dalam mengatasi masalah ini, Program Studi Teknik Sipil Universitas Pembangunan Nasional (UPN) Veteran Jawa Timur menyelenggarakan kegiatan pengabdian masyarakat berupa penyuluhan dan pelatihan tentang bercocok tanam dengan metode hidroponik. Metode hidroponik vertikultur merupakan salah satu cara bercocok tanam tanpa tanah yang sangat cocok untuk lahan sempit. Dalam metode ini, tanaman ditanam secara vertikal dengan menggunakan media seperti potongan pipa PVC atau botol bekas. Tanaman diletakkan di dalam pipa PVC atau botol bekas dan diberi nutrisi melalui air yang mengalir pada sistem hidroponik. Kegiatan pelatihan ini diikuti oleh sekitar 40 peserta dari masyarakat sekitar balai desa Kedamean Gresik yang didominasi oleh ibu-ibu yang berprofesi sebagai petani. Kegiatan pelatihan dan workshop ini juga diharapkan dapat membantu masyarakat desa Kedamean Gresik dalam meningkatkan produktivitas pertanian dan kesejahteraan masyarakat. Selain itu, melalui kegiatan ini juga diharapkan adanya kesadaran masyarakat tentang pentingnya menjaga lingkungan dan memanfaatkan sumber daya alam secara bijak. Kedepannya, Prodi Teknik Sipil UPN Veteran Jawa Timur akan terus melakukan kegiatan pengabdian masyarakat yang bermanfaat bagi masyarakat dan lingkungan sekitar.
Perencanaan Tebal Perkerasan Kaku Jalan Ki Ageng Gribig Malang Hilmi, Muhammad Agus; Lutfiana, Yanna; Alfiansyah, Achmad Dzulfiqar; Kamandang, Zetta Rasullia
Composite: Journal of Civil Engineering Vol 2, No 2 (2023): Desember 2023
Publisher : University of Merdeka Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26905/jtsc.v2i2.9491

Abstract

Kualitas infrastruktur jalan merupakan faktor krusial lancarnya mobilitas masyarakat. Hal tersebut di buktikan oleh banyaknya peralihan penggunaan tipe perkerasan lentur  dengan perkerasan kaku pada sejumlah jalan di Indonesia. Jalan Ki Ageng Gribig Malang adalah jalan yang sempat dirombak akibat tingkat kecelakaan dan kemancetan lalu lintas yang tinggi tetap menggunakan tipe perkerasan lentur pada metode pelaksanaanya. Pada penelitian ini dilakukan perencanaan tebal perkerasan kaku pada jalan Ki Ageng Gribig Malang menggunakan metode MDP 2017. Berdasarkan analisis dan perhitungan perencanaan menggunakan Manual Desain Perkerasan metode Bina Marga tahun 2017, didapatkan tebal perkerasan kaku 295 mm, lapis pondasi (LMC) setebal 100 mm, lapis drainage (LFA kls A) setebal 150 mm, menggunakan bahu jalan dan sambungan dowel dan strukur pondasi berupa stabiltas semen setebal 300 mm.
Analisis Perbandingan Biaya Operasional Kendaraan Jalan Eksisting dan Jalur Lintas Selatan Blitar Huda, Muhammad Miftachul; Aldiansyah, Fauzi; Alfiansyah, Achmad Dzulfiqar; Puspitasari, Nia Dwi
Composite: Journal of Civil Engineering Vol 2, No 1 (2023): Juni 2023
Publisher : University of Merdeka Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26905/jtsc.v2i1.9441

Abstract

Biaya operasional kendaraan merupakan biaya yang diperlukan dalam mengoperasikan kendaraan. Biaya pengoperasian kendaraan dipengaruhi oleh kondisi jalan yang berbeda, geometri, tipe jalan, kecepatan berkendara dan kendaraan yang berbeda. Biaya pengoperasian kendaraan dihitung dengan menggunakan metode Pacific Consultant International (PCI). Tujuan dari analisis ini adalah untuk mengetahui nilai biaya operasional kendaraan antara jalan Jalur Lintas Selatan dan Eksisting. Dengan menggunakan metode PCI didapatkan biaya operasional kendaraan pada jalan eksisting sebesar Rp. 402.446, Sedangkan biaya operasional kendaraan pada jalan Jalur Lintas Selatan sebesar Rp. 252.004. Berdasarkan hasil analisis didapatkan nilai DS pada saat kecepatan rata-rata kendaraan 40 km/jam yaitu sebesar 0,92. Sedangkan nilai DS pada saat kecepatan rata-rata kendaraan 21,9 km/jam yaitu 1.
Analisis Penghematan Nilai Waktu Tempuh dan Derajat Kejenuhan Jalan Eksisting dengan Jalur Lintas Selatan Brumbun - Pantai Sine di Kabupaten Tulungagung Imamah, Mia Nurul; Iman, Kamila Salsabila; Alfiansyah, Achmad Dzulfiqar
Composite: Journal of Civil Engineering Vol 2, No 1 (2023): Juni 2023
Publisher : University of Merdeka Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26905/jtsc.v2i1.9455

Abstract

Penelitian ini membahas tentang perbandingan penghematan nilai waktu dan derajat kejenuhan dari jalan eksisting dan Jalan Lintas Selatan yang berlokasi di Kabupaten Tulungagung. Untuk menentukan nilai penghematan waktu dibutuhkan nilai waktu tempuh dari masing-masing jalan yang ditinjau dengan menggunakan metode Income Approach. Nilai waktu tempuh jalan eksisiting sebesar Rp 11.479/orang. Nilai waktu tempuh Jalan Lintas Selatan yaitu sebesar Rp 5.840/orang. Setelah mendapatkan nilai waktu tempuh, maka didapatkan nilai penghematan waktu sebesar Rp 5.639/orang. Dengan menggunakan grafik derajat kejenuhan dan kecepatan rata-rata sebesar 40 km/jam diperoleh nilai derajat kejenuhan sebesar 0,67. Jika digunakan kecepatan rata-rata sebesar 14,14 km/jam yaitu kecepatan dimana nilai waktu tempuh Jalan Lintas Selatan sama dengan jalan eksisting, maka diperoleh nilai derajat kejenuhan lebih dari 1 (1).
Determine peak hour factor (PHF) based on road type and peak hour time on arterial roads for capacity analysis in East Surabaya Fatikasari, Aulia Dewi; Alfiansyah, Achmad Dzulfiqar; Rizal, Rikki Sofyan; Wardhani, Primasari Cahya
Jurnal Teknika Vol 19, No 2 (2023): AVAILABLE ONLINE IN NOVEMBER 2023
Publisher : Faculty of Engineering, Universitas Sultan Ageng Tirtayasa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36055/tjst.v19i2.21918

Abstract

The peak hour factor (PHF) is one of the important factors in planning a road. This factor is used to predict the traffic volume in the planned year of a road. So calculating this factor is very important in planning road capacity so that a road can serve traffic flows well during its design life. The Peak hour factor (PHF) value will vary for each region, each type of road, and each peak hour depending on the traffic flow on that road section. East Surabaya is an industrial and office center area so there are frequent fluctuations in traffic flow at certain hours. This research aims to analyze the Peak hour factor (PHF) value on the arterial road network system in East Surabaya based on road type and peak hour time. The methods used are traffic volume surveys, peak hour volume (PHV) calculations, peak hour factor (PHF) analysis, and residual capacity analysis. The results obtained from this research are that each road section has a different peak hour volume (PHV) time depending on the volume of traffic passing through that road. Apart from that, the type of road and the time peak volume occurs will differentiate the peak hour factor (PHF) value on a road section. Overall, the peak hour factor (PHF) value for arterial roads in East Surabaya with road type 6/2 D is in the range of 0.76-0.97 with an average of 0.91 and road type 4/2 in the range of 0.89 – 0.95 with an average of 0.93. 
Analysis Peak Hour Time of Highest Vehicle Volume on Several Roads in The East Surabaya Roads Area Fatikasari, Aulia Dewi; Alfiansyah, Achmad Dzulfiqar; Rizal, Rikky Sofyan
Nusantara Science and Technology Proceedings 8th International Seminar of Research Month 2023
Publisher : Future Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.11594/nstp.2024.4104

Abstract

The East Surabaya area is one of the industrial and office centers. The high activity of the people in the city of Surabaya will affect transportation mobility which is marked by the growth of road traffic volume which continues to increase rapidly. This area has a lot of community mobility to and from the East Surabaya area. This caused congestion on several roads. Congestion is the main problem of transportation in urban areas. At certain hours there is often a spike in traffic volume that exceeds the capacity of existing roads. This is related to the starting hours of activities in East Surabaya and the ending hours of activities from East Surabaya which coincide, causing traffic jams. The East Surabaya area is divided into two times when the traffic volume increases, namely morning and evening. Based on this, this study aims to determine when there is a spike in traffic volume. The method used is a traffic volume survey, looking for peak hour volume based on cur/hour units and determining when peak hours occur. The results showed that the highest volume in direction 1 during peak hour occurred on Friday in Jalan Panjang Jiwo with a volume of 5947 cur/hour and direction 2 occurred on Friday on Jalan Jemursari. The average time for an increase in traffic volume in the East Surabaya area in the morning is 07.00 to 08.35 and in the afternoon is 15.35-18.00.
Analysis Peak Hour Time of Highest Vehicle Volume on Several Roads in The East Surabaya Roads Area Aulia Dewi Fatikasari; Achmad Dzulfiqar Alfiansyah; Rikky Sofyan Rizal
Nusantara Science and Technology Proceedings 8th International Seminar of Research Month 2023
Publisher : Future Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.11594/nstp.2024.4104

Abstract

The East Surabaya area is one of the industrial and office centers. The high activity of the people in the city of Surabaya will affect transportation mobility which is marked by the growth of road traffic volume which continues to increase rapidly. This area has a lot of community mobility to and from the East Surabaya area. This caused congestion on several roads. Congestion is the main problem of transportation in urban areas. At certain hours there is often a spike in traffic volume that exceeds the capacity of existing roads. This is related to the starting hours of activities in East Surabaya and the ending hours of activities from East Surabaya which coincide, causing traffic jams. The East Surabaya area is divided into two times when the traffic volume increases, namely morning and evening. Based on this, this study aims to determine when there is a spike in traffic volume. The method used is a traffic volume survey, looking for peak hour volume based on cur/hour units and determining when peak hours occur. The results showed that the highest volume in direction 1 during peak hour occurred on Friday in Jalan Panjang Jiwo with a volume of 5947 cur/hour and direction 2 occurred on Friday on Jalan Jemursari. The average time for an increase in traffic volume in the East Surabaya area in the morning is 07.00 to 08.35 and in the afternoon is 15.35-18.00.
ANALISIS PENGENDALIAN WAKTU PADA PROYEK PEMBANGUNAN JALAN FLEXIBLE PAVEMENT KOLEKTOR (JL. WIYUNG – LIDAH WETAN) DENGAN MENGGUNAKAN METODE EARNED VALUE MANAGEMENT SYSTEM Lubabul Hikam, Mochammad Chaidar; Fauzi Rizky Riza Wardana; Achmad Dzulfiqar Alfiansyah
Kohesi: Jurnal Sains dan Teknologi Vol. 5 No. 12 (2024): Kohesi: Jurnal Sains dan Teknologi
Publisher : CV SWA Anugerah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.3785/kohesi.v5i12.9181

Abstract

The construction of road infrastructure plays a crucial role in enhancing connectivity and driving economic growth, including in Surabaya City, East Java. This study analyzes the Flexible Pavement Collector Road construction project on Jl. Wiyung – Lidah Wetan using the Earned Value Management System (EVMS) method to evaluate project performance and identify acceleration strategies. Primary data, including the time schedule, budget plan, and weekly progress reports, were used to calculate BCWS, BCWP, SV, SPI, ETC, and EAC values. The analysis results indicate that the project experienced significant delays, with a progress deviation of up to -28.57% in the 22nd week. The average SPI value of 0.63 (<1) indicates low resource utilization efficiency. The main factors causing the delays include incomplete land acquisition, slow utility relocation, labor shortages, and adverse weather conditions. Acceleration efforts were focused on critical paths covering work items with a volume weight of 80%, using Network Planning Diagrams to prioritize activities. Calculations showed that the project could be accelerated by an additional 11 days; however, it still experienced a 4-day delay from the initial schedule. To address this, the remaining work was completed during the maintenance phase by adding resources.This study underscores the importance of integrated project management aligned with SDG principles to support sustainable infrastructure development.
Review Paper on the Level of Road Surface Damage in Mataram City Fatikasari, Aulia Dewi; Aryaseta, Bagas; Alfiansyah, Achmad Dzulfiqar
International Journal of Eco-Innovation in Science and Engineering (IJEISE) Vol. 5 No. 2 (2024): IJEISE
Publisher : UPN Veteran Jatim

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33005/ijeise.v5i2.136

Abstract

In Mataram City, the capital of West Nusa Tenggara Province, many road sections have deteriorated, reducing road comfort, safety, and mobility efficiency. Typical forms of road damage, such as cracks, potholes, deformation, and surface wear, demand regular maintenance and repairs to extend road service life. This situation underscores the need for a thorough mapping of road pavement damage to provide a comprehensive overview of the road network’s condition and to support effective maintenance planning. The mapping of pavement damage in Mataram City is also expected to inform more effective decision-making in road management. This study aims to review previous research on pavement damage mapping and apply the findings to road sections in Mataram City. This empirical, data-driven approach is anticipated to provide a thorough perspective on pavement conditions and serve as a foundation for the local government’s efforts to create more effective and efficient road maintenance policies. This study employs a systematic literature review approach to analyze and synthesize existing research regarding pavement damage in road sections using the PCI and Binamarga Methods on Mataram City roads. This study is classified as qualitative research, focused on extracting and synthesizing information from academic papers. Based on the research results from several journal reviews, in the city of Mataram,, several roads still experience visual damage to the pavement surface, including cracking, depression, patching and utility cut patching, and potholes. In addition, the results show that several roads experience fair-level damage based on the PCI method, and some have less than 50% damage to the road surface based on the Binamarga method
Stress Analysis of PCI-Girder Precast Concrete Segmental Bridge Based on SNI 1725:2016 (Case Study: Konaweha River Bridges, Southeast Sulawesi) Puspitasari, Nia Dwi; Kartini, Wahyu; Alfiansyah, Achmad Dzulfiqar
Journal of Civil Engineering, Planning and Design Vol 2, No 1 (2023): May
Publisher : Faculty of Civil Engeneering and Planning - ITATS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31284/j.jcepd.2023.v2i1.4530

Abstract

A prestressed bridge is an alternative way of structural design because of the ease of procurement and installation. For long-span bridges, prestressed beams only require minimum cross-sectional dimensions along with reliable performance. A prestressed concrete beam is always made in several segments to facilitate delivery. It is necessary to analyse and control the stress that occurs due to the external load and the loss of prestress. This study aims to provide a detailed stress analysis of PCI-girder precast concrete segmental bridges, considering the provisions and guidelines specified in SNI 1725:2016. Four stages of construction will be controlled. Namely at the transfer stage, the after-loss of the prestressed stage, the composite beam stage, and the service stage. The tensile and compressive stress analyses will be carried out on the upper side of the bridge surface, the upper side of the girder, and the bottom. If tensile stress occurs, it indicates that the girder is not capable of withstanding the applied load, and additional anchorages need to be installed at each joint between segments. The result obtained from the stress analysis conducted in this study is that no tensile stress is found in any critical sections of the girder. The stress that occurs has fulfilled the design capacity, without any tensile stress occurring in the bridge.
Co-Authors Abdillah, Rendra Ibnu Achmad Wicaksono Agistya Rachma Larasati Aldiansyah, Fauzi Aljabar, Muhammad Aryaseta, Bagas Aryaseta, Bagas Bagas Aryaseta Billah, Zakiyah Dania Fandini, Reina Maulidiya Fatikasari, Aulia Dewi Fauzi Rizky Riza Wardana Filki Suri Widyatami Fithri Estikhamah Harnen Sulistio Harnen Sulistio Harun Al Rasyid S. Lubis, Harun Al Rasyid S. Hendi Bowoputro Hendrata Wibisana Hernawan Bachtiar Ramadhan Hilmi, Muhammad Agus Huda, Muhammad Miftachul Ibnu Sholichin Imamah, Mia Nurul Iman, Kamila Salsabila Jagad, Sulthanul Auliya Jannatin, Miftakhul Kartika Maulida Hindrayani Linie Rose Dayaday Santacera Lubabul Hikam, Mochammad Chaidar Lutfiana, Yanna Maharani Putri Dewanty Mawinda Oktrify Awati Muhamad Alif Rifaldi Nabilla Nabilla Nia Dwi Puspitasari Nita Jesika Panjaitan Nugroho Utomo Nugroho Utomo Nur Aini Fauziyah Pradana, Putri Amabel Carissa Pratama, Mochammad Choirusydhia Purnamasari, Fitriana Putro, R. Kokoh H. Rikky Sofyan Rizal Ririn Anggraini Rizal, Rikki Sofyan Rizal, Rikky Sofyan Rohmahillah Aviskanasya Septiandri Roma Artha Uly Napitupulu Rudy Hermawan Karsaman Safinatun Naja, Atiyah Farah Shafira Amalia Putri Sholichin, Ibnu Sinta Nabilah Salma Siti Zainab, Siti Syahrul Munir wahyu kartini Wahyu Kartini Wicaksono, Achmad Widyatami, Filki Suri Zetta Rasullia Kamandang Zubizaretta, Zaid Dzulkarnain