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All Journal Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa Jurnal Teknik Sipil Journal of Science and Applicative Technology Jurnal Aplikasi Teknik Sipil Jurnal Infrastruktur Specta Journal of Technology Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan JGISE-Journal of Geospatial Information Science and Engineering Bandar: Journal of Civil Engineering Nusantara Hasana Journal Jurnal Pengabdian Masyarakat Bhinneka Jurnal Pengabdian Masyarakat Bangsa TeknoKreatif: Jurnal Pengabdian kepada Masyarakat Journal Of Civil Engineering And Infrastructure Technology Dinamika Teknik Sipil: Majalah Ilmiah Teknik Sipil RESWARA: Jurnal Riset Ilmu Teknik
M Gilang Indra Mardika
Program Studi Teknik Sipil, Fakultas Teknologi Infrastruktur Dan Kewilayahan, Institut Teknologi Sumatera, Lampung
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EVALUATION OF PIPE NETWORK DISTRIBUTION SYSTEM USING EPANET 2.0 (CASE STUDY: SUBDISTRICT OF RAJABASA, BANDAR LAMPUNG Mashuri; M Gilang Indra Mardika; Alda Farida
Jurnal Infrastruktur Vol 9 No 1 (2023): Jurnal Infrastruktur
Publisher : Jurnal Infrastruktur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/infrastruktur.v9i1.4270

Abstract

Generally, the distribution of clean water uses a distribution pipe network system consisting of pipes, pumps, reservoirs and others. With distribution pipe system, expected to be able to meet the water needs of domestic and non-domestic people. The increase in population will cause in greater consumption patterns of water demand. This research is focused on planning the piping network system in the distribution of water to fulfill the water demand of the people who has not been served entirely. The research location is in Rajabasa District, Bandar Lampung City. Based on a survey in the form of filling out questionnaires, people water use is 108.02 liters/person/day. The population growth rate is 4.23% so it is projected until 2040 to estimate volume clean water demand for people. Based on the Arithmetic Method, the population in Rajabasa Subdistrict is 106,235 people. In planning the pipeline network, a simulation of the distribution of clean water is carried out with the Epanet 2.0 Program. The model is designed and then simulated with network link and netrwok nodes in determining pipe diameters and pump systems. The pump system is used because a number of service areas are higher than the reservoir position in Rajabasa District. Based on the simulation, a reservoir is planned which is required to be able to hold water for the next 20 years. The reservoir capacity is 1,136 m3 so that the planned reservoir dimensions are 19 x 16 x 4 m and are expected to be able to fulfill the water demand of the people.
STUDY OF 1-D (ONE DIMENSIONAL) AND 2-D (TWO DIMENSIONAL) FLOOD MODELLING USING HEC-RAS 5.0.7 Mashuri; M Gilang Indra Mardika; Hayyu Sariyah
Jurnal Infrastruktur Vol 9 No 1 (2023): Jurnal Infrastruktur
Publisher : Jurnal Infrastruktur

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

Abstract

The Way Sulan River lies in Way Sulan's sub-watershed and often causes flooding during the rainy season. The disaster brought losses and damages as it caused inundation in the paddy fields and tore down the embankment and the bridge in the Way Sulan River. Flood mitigation is required to reduce the aftermath that may occur in the future. Flood modeling is a basic step of flood control to identify areas that are vulnerable of flooding. In this study, the flood modeling is carried out using HEC-RAS 5.0.7, performed by the 1-D and 2-D unsteady flow analysis. The flow hydrograph is calculated using the SCS SUH method and then used as an input on the HEC-RAS model. The calculation shows that the maximum design discharge for a 25-year return period is 124.416 m3/s. The flood modeling outputs show that the 2-D model provides a higher variation of the velocity and maximum water surface elevation than the 1-D model. The average ratio of the maximum velocity of the 1-D and 2-D models is 4.19%, while the average ratio of the maximum water surface elevation is only 1%. In the 1-D model, the highest velocity is 0.87 m/s at River Station 4580 (middle area) and the highest maximum water surface elevation is 8.77 m at River Station 6980 (upstream). On the other hand, the two-dimensional model gives the highest velocity at River Station 4580 (middle area) is 0.88 m/s and the highest maximum water surface elevation is at the River Station 8960 (upstream) which is 8.85 m. Based on the 2-D modelling, it is known that the potential flooded land-use area is 79.53 Ha of paddy fields, 6.83 Ha of farmland, and 4.59 Ha of the plantation.
Low-cost alternative flood modeling using CHIRPS data in the Way Garuntang Catchment, Bandar Lampung, Indonesia Sahid, Sahid; Nana, Yanto Putri; Fahmi, Aziz; M Gilang, Mardika Indra; Ferial, Asferizal; Syukry, Zein Akbar; Wiedad, Diyaulhaq; Devi, Yunida
Jurnal Geospasial Indonesia Vol 7, No 2 (2024): December
Publisher : Universitas Gadjah Mada

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22146/jgise.94307

Abstract

Floods are hydro-meteorological events that could impact economic losses and threaten human life. Floods are events where water overflows in potential areas due to exceeding the river's capacity. Flood modeling is the key in reducing the impact of losses resulting from flood disasters. Satellite-based rainfall data provides data with spatial and temporal distribution that has the potential to be an alternative as input in flood modeling. The availability of satellite rainfall data as input for flood modeling certainly requires an assessment of the modeling results' accuracy level. This research aims to investigate the performance of flood inundation modeling using CHIRPS data. The accuracy value of flood modeling results is calculated by comparing flood modeling results through Snyder-Alexejev synthetic unit hydrograph discharge calculations, which are then applied to 2D flood hydraulic modeling using HEC-RAS. The findings indicate that as an alternative to rainfall station data to model flood inundation, Chirps data have a level of accuracy that can be considered. Even though there are differences in the extent and depth of flood inundation between CHIRPS data and observation rainfall stations data, the results of modeling with CHIRPS data can contribute to mapping potential flood-prone areas.
EVALUASI EFISIENSI REHABILITASI SALURAN IRIGASI PADA DAERAH IRIGASI BATANGHARI UTARA KABUPATEN LAMPUNG TIMUR Mardika, M. Gilang Indra; Fitriana, Indri Rahmandhani; Priyono, Alfito
Journal of Civil Engineering and Infrastructure Technology Vol 3 No 2 (2024): JCEIT
Publisher : Civil Engineering, Faculty of Engineering, Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jceit.v3i2.4374

Abstract

Rehabilitasi saluran primer sepanjang 20 km pada tahun 2023 di Daerah Irigasi Batanghari Utara, Lampung Timur dilakukan untuk mengatasi permasalahan distribusi air yang tidak optimal. Debit air irigasi tidak mampu untuk mencapai saluran sekunder hilir mengakibatkan kekurangan air pada lahan pertanian bagian tersebut. Hal ini akibat kebocoran saluran yang selanjutnya mengganggu distribusi debit air irigasi. Penelitian ini bertujuan untuk mengetahui efektifitas rehabilitasi saluran dalam menyelesaikan permasalahan distribusi debit air irigasi. Penelitian ini dilakukan dengan menganalisis neraca air untuk mengetahui kondisi kesetimbangan ketersediaan air dan kebutuhan air irigasi dan pemodelan hidraulika dengan menggunakan HEC-RAS untuk memodelkan distribusi air dengan dimensi saluran pasca rehabilitasi. Analisis debit kebutuhan didasarkan pada pola tanam eksisting padi-padi-palawija dan masa tanam 120 hari. Skenario pemodelan hidraulika yaitu pada saat neraca air surplus, neraca air defisit dan neraca air ekstrim. Hasil penelitian didapatkan bahwa neraca air surplus sebesar 8.707 m3/s pada bulan februari pola tanam padi distribusi air mencapai saluran sekunder hilir G12, neraca air defisit sebesar -8.141 m3/s pada bulan mei pola tanam padi distribusi air mencapai saluran sekunder G4 dan neraca air ekstrim sebesar -5.264 m3/s pada bulan november pola tanam palawija distribusi air mencapai saluran sekunder G1. Berdasarkan analisis neraca air dan pemodelan menunjukkan bahwa permasalahan utama tidak meratanya distribusi air karena debit ketersediaan tidak mencukupi debit kebutuhan pasca rehabilitasi saluran primer.
STUDI TSUNAMI INUNDATION MODELLING PADA PANTAI TANJUNG SETIA LAMPUNG DENGAN PEMANFAATAN SOFTWARE DELFT3D Mardika, M Gilang Indra; Mashuri, Mashuri; Dukhi Safaraz, Muhammad
Jurnal Infrastruktur Vol 10 No 2 (2024): Jurnal Infrastruktur
Publisher : Jurnal Infrastruktur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/infrastruktur.v10i2.6573

Abstract

Tanjung Setia Beach is located in the West Coast area of Lampung Province. This location is very vulnerable of disaster such as tsunami, because it is on the edge of a geologically active continent with a coastline facing the Indian Ocean and distinguished by the confluence of tectonic plates. With such conditions at any time a tsunami disaster can occur and cause damage to the area. One of the weaknesses in the Tanjung Setia coastal tourist area on, West Coast of Lampung Province, is non exist of hazard maps or KRB (Disaster Prone Vulnerability) maps made by the National Center for Volcanology and Disaster Mitigation. Modeling the propagation of tsunami waves by determining the distribution pattern of tsunami waves and implementing several planned wave height values and historical wave height is a basic step of disaster mitigation in the area. Using Delft3D 4.04.01 software based on data and scenario analysis can produce wave propagation in the area. The height and wave period of the plan are calculated using the hindcasting method and are based on the SPM 1984 standard and then used as input in Delft3D modeling software. From the calculation results, the height and wave period of the maximum plan for the 15 year is 3.01 m with a period of 8.21 s, the 25 year is 3.16 m with a period of 8.49 s and the 50 year is 3.37 m with a period of 8.87 s. In addition, historical tsunami wave heights of 3.6 m, 8 m and 15 m are also used as inputs in the Delft3D model. The results of propagation planned wave does not cause a significant tsunami disaster. As a result of wave propagation based on the historical height of tsunamis used, 3.6 m wave does not cause tsunami disasters in the area and take 35 minutes to reach coastal areas, while waves of 8 and 15 meters are able to cause tsunami disasters on land, which takes 27-34 minutes to reach the coast. All three scenarios qualify for model accuracy in shallow seas. From the results of mapping using GIS software, the maximum propagation of the scenario of high waves of 8 meters on land as far as 803 meters and waves of 15 meters as far as 872 m from the coastline.
Kolaborasi Pemangku Kepentingan dalam Identifikasi Penentuan Lokasi Pembangunan Gedung Galeri Dekranasda Kota Pangkalpinang Ilpandari, Ilpandari; Sabri, Fadillah; Maini, Miskar; Yudi, Ahmad; Ribowo, Anggarani Budi; Yuliyanto, Andry; Sitepu, Arif Rahman Hakim; Kiranaratri, Ayudia Hardiyani; Aprilia, Ayu Sinta; Khanza, Ayu Kamila; Marina, Bernaditha Catur; Saputra, Cahyo Agung; Zhafira, Elian; Prayogi, Galih Rio; Tambunan, Hermon Frederik; Fitriana, Indri Rahmandhani; Hayati, Julita; Susanti, Junita Eka; Kirtinanda. P, Kirtinanda. P; Mardika, M Gilang Indra; Michael, Michael; Nadi, Muhammad Abi Berkah; Dwiyana, Putri Ayu; Kurniawan, Rahmat; Ekaputra, Reza Asriandi; Apriwelni, Siska; Syuhada, Syahidus; Sihombing, Tera Melya Patrice
Jurnal Pengabdian Masyarakat Bangsa Vol. 2 No. 12 (2025): Februari
Publisher : Amirul Bangun Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59837/jpmba.v2i12.2031

Abstract

Pembangunan Gedung Galeri Dekranasda di Kota Pangkalpinang merupakan langkah strategis untuk mendukung pengembangan sektor ekonomi kreatif, khususnya kerajinan tangan khas Bangka Belitung. Gedung ini dirancang sebagai pusat promosi, pameran, dan pemasaran produk kerajinan lokal, sekaligus menjadi simbol identitas budaya daerah. Salah satu aspek penting dalam perencanaan pembangunan adalah penentuan lokasi yang strategis, dengan mempertimbangkan aksesibilitas, konektivitas, dan potensi pengembangan kawasan. Kegiatan pengabdian kepada masyarakat ini bertujuan untuk mendampingi proses kolaborasi pemangku kepentingan dalam menentukan lokasi pembangunan Gedung Galeri Dekranasda. Metodologi yang digunakan meliputi observasi lapangan, analisis spasial, dan diskusi kelompok terfokus dengan pemerintah daerah, pengrajin, komunitas lokal, serta akademisi. Pendekatan kolaboratif ini bertujuan untuk memastikan bahwa keputusan yang diambil bersifat inklusif, berbasis data, dan berkelanjutan. Hasil kegiatan ini memberikan alternatif lokasi terbaik untuk pembangunan Gedung Galeri Dekranasda berdasarkan kajian teknis dan social yaitu direncanakan pada tiga alternatif lokasi, yaitu Lokasi 1 (Taman Mandara), Lokasi 2 (Tumpuk Pinangpura), dan Lokasi 3 (Tugu Remangok, Jl. Selindung). Ketiga lokasi tersebut telah dikaji berdasarkan berbagai aspek teknis, termasuk aksesibilitas melalui jalan lokal, ketersediaan jaringan air bersih, listrik, telekomunikasi tetap, penerangan jalan, dan kedekatan dengan tempat pembuangan sampah sementara (TPS). Namun, infrastruktur pemadam kebakaran belum tersedia di ketiga lokasi tersebut.
Pendampingan Teknis Identifikasi Pedagang untuk Proyek Relokasi dan Perluasan Pasar Muntok di Kabupaten Bangka Barat Ilpandari, Ilpandari; Sabri, Fadillah; Maini, Miskar; Yudi, Ahmad; Ribowo, Anggarani Budi; Yuliyanto, Andry; Sitepu, Arif Rahman Hakim; Kiranaratri, Ayudia Hardiyani; Aprilia, Ayu Sinta; Khanza, Ayu Kamila; Marina, Bernaditha Catur; Saputra, Cahyo Agung; Zhafira, Elian; Prayogi, Galih Rio; Tambunan, Hermon Frederik; Fitriana, Indri Rahmandhani; Hayati, Julita; Susanti, Junita Eka; Kirtinanda. P, Kirtinanda. P; Mardika, M Gilang Indra; Michael, Michael; Nadi, Muhammad Abi Berkah; Dwiyana, Putri Ayu; Kurniawan, Rahmat; Ekaputra, Reza Asriandi; Apriwelni, Siska; Syuhada, Syahidus; Sihombing, Tera Melya Patrice
Jurnal Pengabdian Masyarakat Bangsa Vol. 2 No. 12 (2025): Februari
Publisher : Amirul Bangun Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59837/jpmba.v2i12.2032

Abstract

Pasar Muntok memiliki sejarah panjang sebagai pusat aktivitas ekonomi di Bangka Barat. Namun, peningkatan jumlah pedagang dan kunjungan masyarakat memunculkan berbagai permasalahan, seperti kemacetan, ketidakteraturan tata letak, dan keterbatasan fasilitas pendukung. Untuk mengatasi hal tersebut, Pemerintah Kabupaten Bangka Barat memulai proyek strategis relokasi dan perluasan Pasar Muntok guna menciptakan lingkungan perdagangan yang lebih modern, tertib, dan nyaman. Proyek ini tidak hanya bertujuan meningkatkan kapasitas pasar, tetapi juga mendukung pengembangan ekonomi lokal yang berkelanjutan. Salah satu tahap awal yang krusial dalam pelaksanaan proyek ini adalah identifikasi pedagang terdampak. Langkah ini bertujuan untuk memastikan akomodasi yang sesuai bagi para pedagang berdasarkan kebutuhan dan jenis usaha mereka, sekaligus meminimalkan potensi konflik, meningkatkan transparansi, serta mendorong partisipasi masyarakat. Berdasarkan hasil pendampingan teknis, ditemukan bahwa terdapat setidaknya 55 pedagang yang berjualan di sepanjang Jalan Yos Sudarso, sehingga mengurangi fungsi jalan tersebut sebagai jalur transportasi utama. Para pedagang ini direkomendasikan untuk direlokasi ke lokasi baru yang lebih layak dan mendukung kegiatan jual beli, yaitu di Pasar Muntok.Relokasi ini diharapkan dapat menciptakan pasar yang lebih tertib, aman, dan nyaman. Selain itu, langkah ini juga bertujuan meningkatkan kualitas infrastruktur pasar, memberikan dampak positif terhadap aktivitas ekonomi masyarakat lokal, serta memperlancar arus lalu lintas di kawasan sekitar pasar.
OPTIMASI PINTU AIR DAERAH IRIGASI (D.I) PUNGGUR UTARA ZONA C PETAK 16 KIRI 1 KABUPATEN LAMPUNG TIMUR DAN LAMPUNG TENGAH Mardika, M Gilang Indra; Fitriana, Indri Rahmandhani; Rahmawati, Vaisyah
Jurnal Teknik Sipil Vol. 18 No. 1 (2024)
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Atma Jaya Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24002/jts.v18i1.9993

Abstract

Daerah Irigasi Punggur Utara, bagian dari Sistem Sekampung, mencakup 132,28 hektar di Kabupaten Lampung Tengah, Lampung Timur, dan Kota Metro. Tantangan utamanya adalah distribusi air yang tidak efisien, menyebabkan pemborosan dan persaingan atas sumber daya air yang terbatas. Untuk mengatasi masalah ini, pintu air dioptimalkan dengan menyesuaikan hubungan antara ketinggian pintu dan kebutuhan air. Daerah ini mengikuti pola tanam Padi-Padi-Bera, dengan data curah hujan dari tahun 2014-2023 menunjukkan puncak 5,13 mm/hari pada bulan Maret. Kebutuhan air berkisar dari 0,04 m³/detik di bulan April hingga 0,20 m³/detik di bulan Mei. Pintu air Crump de Gruyter, dengan lebar 0,75 meter dan koefisien 0,913, mengatur aliran air. Bukaan pintu 5 cm menyediakan 0,20 m³/detik untuk memenuhi kebutuhan tertinggi, sedangkan bukaan 1 cm menghasilkan 0,04 m³/detik untuk kebutuhan terendah. Optimalisasi dilakukan menggunakan Pemrograman Linear melalui Solver, menyesuaikan ketinggian pintu untuk memenuhi kebutuhan irigasi dalam batas kapasitas. Metode ini meningkatkan manajemen sumber daya air di Punggur Utara.
Optimization of Ready-Mix Concrete Quality at PT Kalla Beton Setiawan, Preza; Indri Rahmadhani Fitriana; Lukamnul Hakim; M Gilang Indra Mardika; Michael
Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan Vol 10 No 1 (2025): MARET
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Islam Lamongan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30736/cvl.v10i1.1316

Abstract

Quality control from raw material to finished ready-mix concrete is vital in the construction industry, where increasing demand aligns with industry growth projected at 4% annually. PT Bumi Sarana Beton (Kalla Beton) faces challenges in maintaining consistent quality due to variations in natural raw materials, which impact product quality and cost. This research investigates the company's quality control strategies, focusing on optimizing material selection and mix designs. Experimental research methods were used, including testing different mix proportions and assessing compressive strength and production costs. The study involved aggregate suitability testing, redesigning concrete mixes with fly ash, and evaluating cost-effectiveness. Findings show that using fly ash improves compressive strength and reduces costs. The research concludes that refined material selection and mix design strategies can enhance product quality and cost efficiency. Recommendations include further exploration of alternative materials, and rigorous quality control to sustain high production standards and maintain competitive advantage in the ready-mix concrete market
Kajian Flood Modelling Menggunakan HEC-RAS 1D dan Validasi Data Tinggi Banjir pada Daerah Aliran Sungai (DAS) Putri dan Danau Sipin Kota Jambi Mardika, M Gilang Indra; Sihombing, Tera Melya Patrice; Simaremare, Nicodemus Serep Martua Aritonang
Dinamika Teknik Sipil: Majalah Ilmiah Teknik Sipil Vol. 18/No. 1/Juli 2025
Publisher : Universitas Muhammadiyah Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23917/dts.v18i1.6886

Abstract

Sungai Putri merupakan salah satu sungai di Kota Jambi yang bermuara di Danau Sipin. Pada tanggal 01 Januari 2024 kemarin Danau Sipin menjadi daerah yang terkena banjir di wilayah Jambi, maka dari permasalahan tersebut penelitian ini bertujuan untuk mengetahui daerah rawan banjir dan debit banjir kala ulang yang terjadi di lapangan pada saat terjadinya banjir menggunakan HEC-RAS 1D. Metode yang digunakan dalam menentukan debit banjir rencana pada penelitian ini adalah menggunakan debit banjir rasional dan menghasilkan debit banjir pada kala ulang 2, 5, 10, 20, 25, 50, dan 100 tahun adalah 12,67 m3/s; 16,36 m3/s; 18,80 m3/s; 21,14 m3/s; 21,88 m3/s; 24,17 m3/s; dan 26,44 m3/s. Untuk membuktikan besaran debit tersebut yang terjadi di lapangan maka dilakukan uji validasi dengan metode RMSE dan NSE dengan menguji ketinggian banjir di lapangan pada 3 lokasi dengan ketinggian banjir hasil dari permodelan HEC-RAS 1D. Validasi data menunjukkan adanya keakuratan antara banjir di lapangan dengan simulasi permodelan HEC-RAS 1D yaitu dengan debit banjir kala ulang 2 tahun dimana memperolah nilai RMSE 0,58 dan NSE 0,996 yang berarti memenuhi pengujian.
Co-Authors Aditya Alif Hidayat Afriyanti Indi Mustari Ahmad Fadlun Harianto Martino Ahmad Yudi Alda Farida Amelia Oktavia Andreas, Ryan Andry Yuliyanto Anita Lestari Condro Anita Lestari Condro Winarsih Anita Lestari Condro Winarsih Aprilia, Ayu Sinta Apriwelni, Siska Ayudia Hardiyani Kiranaratri Budi Ribowo, Anggarani Cahyo Agung Saputra Dandi Rahman Hakim Dandi Rahman Hakim Devi, Yunida Dukhi Safaraz, Muhammad Eka Aji Saputro Ekaputra, Reza Asriandi Fadillah Sabri Fahmi, Aziz Fatkhurrozi, Muhammad Ferial Asferizal Ferial, Asferizal Fitriana, Indri Rahmandhani Galih Rio Prayogi Gita Oktarina Nur Annisa Hayyu Sariyah Heni Pujiastuti Ilpandari, Ilpandari Indri Rahmadhani Fitriana Irfaan Wiratyadi Julita Hayati Julita Hayati Junita Eka Susanti Khanza, Ayu Kamila Lukamnul Hakim Lumbantobing, Oscar M. Juang Renaldi Fiqri Marina, Bernaditha Catur Martino, Ahmad Fadlun Harianto Mashuri Mashuri Mashuri Mashuri Mashuri Mashuri Mekel Grendy Ginting Michael Michael Michael Michael Miskar Maini Muhammad Dukhi Safaraz Muhammad Hakiem Sedo Putra Mustofa, Umar Nadi, Muhammad Abi Berkah Nana Putri Yanto Naomi Jesika Sitompul Ni Made Lita Wikantari Nugraha Bintang Wirawan, Nugraha Bintang Oscar Lumbantobing P Kirtinanda Pratama, Maryo Inri Priyono, Alfito Putri Ayu Dwiyana Putri, Ajeng Meidiany Rahma Yanda Rahmat Aris Pratomo Rahmat Kurniawan Rahmawati, Vaisyah Retno Hutami Adinigsih Revin Valent Lumban Tobing Reynaldi Andinata Reynaldi Kurniawan Reynaldi Kurniawan Ryan Andreas Sahid Sahid Sahid Sahid Selma Nurul Fauziah Setiawan, Preza Sihombing, Tera Melya Patrice Sihombing, Tera Melya Patrice Simaremare, Nicodemus Serep Martua Aritonang Sitepu, Arif Rahman Hakim Syahidus Syuhada Syukry, Zein Akbar Tambunan, Hermon Frederik Tera Melya Patrice Sihombing Tera Melya Patrice Sihombing Tera Melya Patrice Sihombing Tera Melya Patrice Sihombing Tera Melya Patrice Sihombing Wiedad, Diyaulhaq Yudi, Ahmad Zhafira, Elian Zulqadri Ansar Zunanik Mufidah