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All Journal Sinergi Teknisia Info-Teknik Jurnal Rekayasa Sipil Civil Engineering Journal The Spirit of Society Journal : International Journal of Society Development and Engagement IJEBD (International Journal Of Entrepreneurship And Business Development) IJTI (International Journal Of Transportation And Infrastructure) IJIEEB : International Journal of Integrated Education, Engineering and Business Proceeding of World Conference Journal of Applied Science, Engineering, Technology, and Education Jurnal Syntax Transformation NEUTRON : Research from all areas of the Civil Engineering International Journal of Engineering, Science and Information Technology LOSARI: Jurnal Pengabdian Kepada Masyarakat Extrapolasi ARRUS Journal of Engineering and Technology Multidiciplinary Output Research for Actual and International Issue (Morfai Journal) Jurnal Profesi Insinyur Universitas Lampung Indonesian Journal of Multidisciplinary Science Journal of Social Research Indonesian Community Journal Jurnal Locus Penelitian dan Pengabdian Journal of Social Science Indonesian Journal of Construction Engineering and Sustainable Development Journal of Artificial Intelligence and Digital Business Eduvest - Journal of Universal Studies Communautaire: Journal of Community Service Journal of Educational Management Research IRA Jurnal Pengabdian Kepada Masyarakat Advances In Social Humanities Research Journal of Sustainable Innovation Engineering Academia Open LEADER: Civil Engineering and Architecture Journal
Muhammad Isradi
Department Of Civil Engineering, Faculty Of Engineering, Universitas Mercu Buana
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Evaluasi Kesiapan Runway Bandar Udara Fatmawati dalam Rangka Transformasi Menjadi Bandara Internasional Kinasih, Reni Karno; Hariadi, Madjumsyah; Isradi, Muhammad
Jurnal Profesi Insinyur Universitas Lampung Vol. 6 No. 1 (2025)
Publisher : Fakultas Teknik Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jpi.v6n1.158

Abstract

Transformasi Bandar Udara Fatmawati Soekarno menjadi bandara internasional menuntut penyesuaian teknis terhadap ketebalan perkerasan landas pacu (runway) agar mampu melayani operasional pesawat berbadan besar seperti Boeing 767-300 dan Airbus A330-300. Kajian ini bertujuan untuk mengevaluasi ketebalan runway eksisting dan merancang ketebalan yang sesuai menggunakan dua pendekatan, yakni metode manual berdasarkan pedoman Federal Aviation Administration (FAA) dan perangkat lunak FAARFIELD. Hasil evaluasi menunjukkan bahwa perkerasan eksisting dengan total tebal 120 cm cenderung overdesain. Perhitungan manual menghasilkan total tebal 96,52 cm, sedangkan FAARFIELD menunjukkan desain lebih efisien sebesar 73,41 cm. Pesawat Boeing 737-800 ditetapkan sebagai pesawat rencana (design aircraft) karena memiliki frekuensi keberangkatan tertinggi dan kontribusi kerusakan tertinggi terhadap struktur perkerasan, sementara Boeing 767-300 digunakan sebagai pesawat pengecekan (check aircraft). Selain ketebalan, analisis juga merekomendasikan perpanjangan runway dari 2.285 meter menjadi minimal 2.750 meter agar dapat memenuhi kebutuhan operasional pesawat berbadan lebar. Dengan hasil ini, dapat disimpulkan bahwa runway eksisting telah memenuhi standar kekuatan namun perlu penyesuaian panjang untuk mendukung transformasi menjadi bandara internasional secara penuh.
Analysis of Work Implementation Related to the Quality Management System on the Light Rail Transit (LRT) Phase 1B Project Redwan, Muhammad; Isradi, Muhammad
Jurnal Locus Penelitian dan Pengabdian Vol. 4 No. 11 (2025): JURNAL LOCUS: Penelitian dan Pengabdian
Publisher : Riviera Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58344/locus.v4i11.4543

Abstract

This study analyses the Implementation of the quality management system in the Light Rail Transit (LRT) Phase 1B project work on the Veledrome-Manggarai route spanning 6.4 km. The research employs Structural Equation Modeling-Partial Least Squares (SEM-PLS) and Customer Satisfaction Index (CSI) methods to analyze factors affecting quality management system implementation across four main work phases: borepile, pilecap, pier, and pierhead. Data were collected through structured questionnaires from 70 respondents comprising owners, contractors, and supervisory consultants. Results indicate that borepile work has the highest R² value (0.477), with material variables as the most dominant factor (path coefficient 0.294). The Fc 35Mpa concrete material indicator contributes most significantly (29%) to the quality management system. CSI analysis shows the highest stakeholder satisfaction level in pierhead work (90.88%) and lowest in pier work (79.78%). This research contributes to identifying critical factors in quality management systems for mass transportation infrastructure projects and provides a framework for quality performance evaluation in similar projects.
Analysis of Erosion Mitigation on Bridge Pillars Hidayat, Acep; Suprapti, Suprapti; Isradi, Muhammad
RIGGS: Journal of Artificial Intelligence and Digital Business Vol. 4 No. 4 (2026): November - January
Publisher : Prodi Bisnis Digital Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/riggs.v4i4.3888

Abstract

Scour on bridge piers is a major problem in hydraulic engineering, reducing structural stability and accelerating foundation failure. This phenomenon occurs due to the interaction between airflow and bridge structural elements, resulting in the formation of scour holes that potentially reduce the bearing capacity of the soil around the piers. In areas with strong currents, seasonal changes in discharge, and unstable riverbed conditions, the risk of scour is even higher. The impact of scour damage not only reduces the operational lifespan of bridges but also leads to high rehabilitation costs and increases the potential for structural failure, which can endanger user safety. This study aims to analyze various scour mitigation methods that can be applied to bridge piers, including the use of protective materials such as riprap, gabions, and geotextiles; a geotechnical engineering approach that includes soil stabilization and riverbed contour modification; and the development of pier structural designs that are more adaptive to variations in flow patterns. The study was conducted through an in-depth literature review of previous research, an analysis of the effectiveness of each method under various hydrodynamic conditions, and an evaluation of the cost. The results of this study are expected to produce comprehensive recommendations regarding the most effective, efficient, and environmentally friendly mitigation strategies to reduce the rate of scour. Furthermore, this study provides direction in planning bridge designs that are more resilient to changes in flow and sedimentation, thereby extending the service life of the structure, reducing long-term maintenance costs, and improving user safety.
Keselamatan Lalu Lintas dan Pentingnya Kepatuhan Terhadap Kecepatan di Jalan Raya Bagi Masyarakat Indonesia di Pulau Pinang, Malaysia Muhammad Isradi; Elhazri Hasdian; Raden Hendra Ariyapijati; Adi Nurmahdi; Syafwandi Syafwandi; Andri Irfan Rifai
I-Com: Indonesian Community Journal Vol 5 No 2 (2025): I-Com: Indonesian Community Journal (Juni 2025)
Publisher : Fakultas Sains Dan Teknologi, Universitas Raden Rahmat Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70609/i-com.v5i2.7434

Abstract

Berdasarkan data dari Bank Indonesia, terdapat 1,67 juta pekerja migran Indonesia di Malaysia, baik di sektor formal maupun non formal, salah satu daerah tujuannya adalah Pulau Pinang, Malaysia. Di negara-negara dengan kepadatan lalu lintas yang tinggi seperti Malaysia, mematuhi batas kecepatan sangat penting untuk mengurangi risiko kecelakaan. Tujuan dari kegiatan ini adalah khususnya masyarakat Indonesia di Pulau Pinang Malaysia, dapat lebih memahami dan menghargai pentingnya mematuhi batas kecepatan, diharapkan terjadi perubahan perilaku yang positif sehingga angka kecelakaan lalu lintas dapat ditekan dan keselamatan di jalan raya dapat ditingkatkan. Metode yang digunakan dengan kegiatan sosialisasi keselamatan lalu lintas berfokus pada pentingnya mematuhi batas kecepatan di jalan raya. Sosialisasi keselamatan lalu lintas juga dilakukan dengan menyampaikan pesan-pesan keselamatan lalu lintas kepada masyarakat. Hasil dari kegiatan ini mendapatkan pengetahuan dan sikap aman saat berkendara, memberikan pengetahuan tentang keselamatan berkendara, pentingnya mematuhi batas kecepatan, dan peraturan lalu lintas yang berlaku di Malaysia.
Analysis and Design of Road Infrastructure: Geometric Design of the Subang-Ciasem Road Agista, Shella; Surya, Mukhlis Ade; Hidayatullah, Syarif; Isradi, Muhammad; Indriany, Sylvia
RIGGS: Journal of Artificial Intelligence and Digital Business Vol. 4 No. 4 (2026): November - January
Publisher : Prodi Bisnis Digital Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/riggs.v4i4.5095

Abstract

The construction and improvement of road networks play an important role in supporting mobility, economic growth, and equitable regional development. The Subang-Ciasem corridor is a strategic route in Subang Regency that connects centers of economic activity, industry, and agricultural distribution to the northern coast road. This study aims to redesign the geometry of the Subang–Ciasem road to meet technical standards in accordance with the Procedures for Intercity Road Geometric Planning (Bina Marga, 2021) and the Indonesian Road Capacity Guidelines (PKJI, 2023). The design method was carried out by collecting existing data, including average daily traffic (ADT), soil conditions and CBR values, and geometric data. Slope and rainfall. The analysis results show that the road is classified as flat terrain with a design speed of 80 km/h and a final design life ADT of 7,470 vehicles per day. The design produced three main curves with a Spiral–Circle–Spiral (S–C–S) type, a minimum radius of 229 m, and a maximum superelevation value of 8%. The pavement design life is set at 12 years, with a composition of the HRS-WC layer and CTB 200 mm. LPA Class A, and LFA Class B. The analysis results yielded a safe geometric design. efficient and in accordance with technical standards. thereby improving traffic performance, comfort, and safety for road users in the Subang–Ciasem corridor and supporting regional economic growth.
Geometric Analysis of the Wantilan – Cipeundeuy Road Segment Aditya, Tandhang Penta; Trijayanti, Wiwin; Widyadhana, Gibran Arya; Isradi, Muhammad; Nabila, Nabila
RIGGS: Journal of Artificial Intelligence and Digital Business Vol. 4 No. 4 (2026): November - January
Publisher : Prodi Bisnis Digital Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/riggs.v4i4.5098

Abstract

The development of rural areas into sub-district regions in Subang Regency necessitates improvements in transportation infrastructure to support community mobility and agricultural product distribution. One important road segment that requires development is the Wantilan – Cipeundeuy Sub-district. This study aims to analyze the conformity of road geometric design based on the Road Geometric Design Guidelines (PDGJ, 2021), determine pavement layer thickness according to the Pavement Design Manual (MDP, 2024), and estimate construction cost requirements. The methods employed include primary and secondary data collection, geometric analysis, pavement design analysis, and cost estimation. Field data indicate that the 2 km road segment contains three main horizontal curves with a design speed of 80 km/h and a superelevation value of 6%. The calculation results show a curve radius of 252 meters with deflection angles ranging from 3,69˚ to 5,54˚, which comply with thw requirements of PDGJ 2021. The subgrade soil has a California Bearing Ratio (CBR) value of 6,5%, classified as medium bearing capacity soil. The pavement structure design consists of an HRS-BC surface layer, a 200 mm Class A aggregate base course, and a 200 mm Class A aggregate subbase course. The design life of the road is set at 12 years with an average annual rainfall of 1,500 – 1,800 mm. Based on the analysis results, the proposed geometric conditions and pavement design meet technical standards and are feasible to improve road user comfort and safety.
Geometric Analysis of the Subang Road Section Sta 0+000 – Sta 3+000, West Java Province Jais, Fadel Rafi Assyahkaran Putra; Yasir, Yasrizal; Setiawan, Deni; Isradi, Muhammad; Dermawan, Widodo Budi
RIGGS: Journal of Artificial Intelligence and Digital Business Vol. 4 No. 4 (2026): November - January
Publisher : Prodi Bisnis Digital Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/riggs.v4i4.5099

Abstract

Integrated road infrastructure planning is an important factor in ensuring traffic safety, comfort, and smoothness. This study aims to evaluate and redesign the technical aspects of the ±3 km Subang Road section in Subang Regency, West Java Province, with a focus on road geometric planning, flexible pavement structures, and drainage systems. The research method used is a quantitative-descriptive approach based on primary data from field surveys and secondary data covering traffic data, subgrade conditions, and regional rainfall. The planning analysis refers to applicable national standards to ensure that technical and road user safety criteria are met. The evaluation results showed that the existing road conditions did not fully comply with the planning requirements, thus requiring adjustments to the horizontal and vertical alignment elements to be consistent with the planned speed. The redesign resulted in a geometric layout that improved stopping sight distance, vehicle stability, and driving comfort. The flexible pavement structure is designed based on the bearing capacity of the subgrade and projected traffic growth during the design life, so that it is expected to be able to withstand vehicle loads optimally and extend the service life of the road. In addition, the drainage system is designed to effectively drain rainwater runoff to prevent puddles and pavement damage. Overall, the results of the study show that the application of integrated road planning based on technical standards can improve road operational performance, reduce the potential for accidents, and support smooth mobility and economic growth in Subang Regency.
Geometric Analysis of the Kanggraksan-Jendral Sudirman Road Section Harjamukti District, Cirebon City, West Java STA 0+000 – STA 2+456 Isradi, Muhammad; Auliya, Siti Rahma; Rukmana, Istiani Aditia; Kinasih, Reni Karno; Aryapijati, Raden Hendra
RIGGS: Journal of Artificial Intelligence and Digital Business Vol. 4 No. 4 (2026): November - January
Publisher : Prodi Bisnis Digital Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/riggs.v4i4.5197

Abstract

Road infrastructure is one of the main components in supporting urban transportation systems. Roads that are well managed can increase mobility efficiency, improve connectivity between areas, and support equitable development. This study was conducted on Jalan Kanggraksan No. 23, Harjamukti District, Cirebon City, West Java, which functions as a primary collector road and has experienced a decline in road quality as a result of high traffic loads. The purpose of this project is to analyze the geometric conditions of the road, determine the required thickness of the pavement layer, and calculate the estimated cost of rehabilitation. The research methods include collecting primary data in the form of average daily traffic surveys (ADT) and secondary data such as traffic growth, design speed, CBR values, rainfall, and pavement material types. Geometric analysis is carried out based on the standards of the Directorate General of Highways using AutoCAD Civil 3D software modelling, including terrain classification, horizontal and vertical bend calculations, superelevation, and sight distance.The results of the analysis show that the ±2.5 km road section has three bends with significant elevation variations, requiring geometric design adjustments to improve safety. A CBR value of 6.5 and annual rainfall of 1900–2500 mm necessitate the use of HRS-BC material with CTB and LFA class A foundations. Pavement thickness analysis resulted in recommendations for a layered structure with a planned lifespan of 12 years, while project cost estimates provided a comprehensive planning basis for sustainable development in the city of Cirebon.
Geometric Design and Pavement Analysis of Kopi Luhur Road, Argasunya Village: A Case Study in Cirebon Regency Isradi, Muhammad; Setyani, Mery; Prasetyo, Adi; Tamabitte, Vhena E; Dermawan, Widodo Budi
RIGGS: Journal of Artificial Intelligence and Digital Business Vol. 4 No. 4 (2026): November - January
Publisher : Prodi Bisnis Digital Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/riggs.v4i4.5199

Abstract

Street Kopi Luhur, located in Argasunya Village, Harjamukti District, Cirebon City, is a local road that plays a strategic role as the main access for residents to housing areas and centers of local economic activity. The research employed a descriptive quantitative approach. Primary data were obtained through direct field surveys, including visual inspections and measurements of pavement conditions, while secondary data were collected from relevant local government agencies. The analysis of pavement conditions was conducted using the Road Condition Index (RCI) method to determine the level of damage, whereas traffic performance was evaluated based on the Indonesian Road Capacity Guidelines (PKJI, 2023) to determine the Level of Service (LOS) and the Degree of Saturation (Dj). The results indicate that the pavement condition of Street Kopi Luhur is generally categorized as moderate to severely damaged, with an average RCI value of 53, corresponding to a class D service level. The dominant forms of pavement distress include longitudinal cracking, potholes, and surface unevenness. These damages are mainly caused by inadequate drainage systems, high traffic loads, and limited maintenance activities. Furthermore, the Degree of Saturation (Dj) value of 0.79 shows that the road segment is approaching congested conditions, leading to reduced service performance. Based on these findings, recommended improvement measures include rehabilitation of the pavement structure using HRS-WC and Cement Treated Base (CTB) layers, enhancement of the roadside drainage system, and the implementation of a community-based periodic maintenance program.
Road Geometry Analysis on Jl. Nyi Ageng Serang, Sindangjawa, Dukupuntang District, Cirebon Regency, West Java STA 0+000 – STA 2+000 Isradi, Muhammad; Nurulfiki, Hefa Wahyu; Badrudin, Ilman Nurhakim Firmasyah; Verdiansyah, Muhammad Dani
RIGGS: Journal of Artificial Intelligence and Digital Business Vol. 4 No. 4 (2026): November - January
Publisher : Prodi Bisnis Digital Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/riggs.v4i4.5254

Abstract

Nyi Ageng Serang Road is an important access road connecting several areas in Cirebon Regency. This study aims to analyze the suitability of the horizontal and vertical geometric elements of Nyi Ageng Serang Road, particularly in the segment from STA 0+000 to STA 2+000, against the applicable road planning standards, namely Regulation of the Minister of Public Works No. 19/PRT/M/2011 concerning Technical Requirements for Roads and Technical Planning for Roads. The research method used was a direct survey in the field to obtain primary data in the form of horizontal curve data, vertical slope, and other existing road geometric conditions. In addition, secondary data was obtained through literature studies and relevant supporting technical documents. The analysis was conducted by comparing existing geometric parameters, such as curve radius, transition curve length, maximum slope, and stopping sight distance, with applicable road technical standards, taking into account the planned speed according to road classification. The analysis results showed that several geometric elements on the road section from STA 0+000 to STA 2+000 did not fully meet planning standards. The discrepancies found include horizontal curve radii that are smaller than the minimum requirements, the presence of inadequate transition curves, and vertical gradients that exceed the maximum limits. These conditions have the potential to reduce the safety, comfort, and efficiency of road users' journeys. These findings are expected to form the basis for recommendations for road improvements in the future.
Co-Authors Abdila, Syafiadi Rizki Abdul Hamid Abdul Kholiq Abdul Talib Bon Acep Hidayat Adhwa, Muhammad Adi Nurmahdi Adi Nurmahdi Adi Prasetyo Aditya, Tandhang Penta Agista, Shella Agung Helisasongko Agung Wahyudi Biantoro Agus Riyadi Agus Sukoco Agus Suroso Agustian, Renaldi Agyanata Tua Munthe Alfaizi, Mohammad Rendy Amar Mufhidin Amar Mufhidin Amar Mufhidin Amar Mufhidin Amar Mufhidin Amar Mufhidin Amar Mufhidin Amar Mufhidin Amar Mufhidin Amar Mufhidin Amar Mufhidin Amar Mufhidin Amrun Rosyid Anam, Zulfan Khairil Andi Nugraha Saputra Andreamara Andreamara Andri Irfan Rifai Andri Irfan Rifai Andri, Maulika Alifia Andriano, Bayu Anisa Awaliyah Annisa Megarestya Anugrah, Febrian Anugraha, Pebri Tri Aprilia Rani Hamidah Arief Rijaluddin Arif Wijaya Aryanti, Lina Aryapijati, Raden Hendra Asep Dian Heryadiana Asep Sudrajat Auliya, Siti Rahma Badawi, Abdullah Ahmad Badrudin, Ilman Nurhakim Firmasyah Biankalista, Intan Salma Budi Susetyo Cahyani, Annisa Aryant Luthfi Candra, Bangkit Yanuar Yularso D A, Caroline Thiovila Dadang Supriyatno Daniel Arnoldi Gultom Daniel Arnoldi Gultom Darius Angtony Dejan Fauzan Azhary DENI SETIAWAN Desiana Vidayanti Dewi, Adinda Sabina DR MUHAMMAD IKHSAN SETIAWAN ST MT Dwi , Yunanto Andi Eka Juliar Elhazri Hasdian Elhazri Hasdian Enif Asfarianto Pratama Fadillah, Ahmad Fadli Bimantara Fajar Prihesnanto Farras, Pramesti Safira Faturohman, Iip Fazadi Rafianda, Dimar Fikri Ramdani Ginting, Rio Refelino Guohui Zhang Hadi Pranoto Haekal, Adi Muhammad Haekal, Jakfat Halim, Paisal Hanayas Bagaskara Handayani, Susanty Hariadi, Madjumsyah Hartatik, Nurani Hendri Nurmahdi Hendy Yusman Firdaus Hendy Yusman Firdaus Hermanto Dwiatmoko Hermawan Hermawan Heru Andraiko HERYADIANA, ASEP DIAN Hikmawati Thalib Iip Faturohman Ilham Andika Imam Sindu Baskoro Indra Almahdy Indriany, Syilvia Indriawan Subagyo Irfan Rifai Jaewono Prasetijo Jais, Fadel Rafi Assyahkaran Putra Jauhari, Ahdan Jawu, Patricia Kanicia Joewono Prasetijo Joewono Prasetijo Joewono Prasetijo Joewono Prasetijo Joewono Prasetijo Joewono Prasetijo Joewono Prasetijo Joewono Prasetijo Joewono Prasetijo joewono prasetijo Joewono Prasetijo Joewono Prasetijo Joewono Prasetijo Johan Budiman Kinasih, Reni K. Kukuh Mahi Sudrajat Kurnianto, Muhammad Fajar Lensi Oktavia Stini Lista Lista Luthfi Rachmansyah M Farid Alfarizi R M Ikhsan Setiawan Made, Metta Mahendrata, Ananda Juliano Mahesa, Riski Martindo Gita Dwi Putra Maulana, Ahmad Hifni Mawardi Amin Mawardi Amin Mohamad Taufik, Mohamad Mohammad Khadem Mohd Adib Mohammad Razi Mufhidin, Amar Muhamad Yuan Kelvin Fuadi Muhamad, Rizal Muhammad Abdika Abdika Muhammad Ashlyzan Razik Muhammad Faqih Muhammad Hafidh Muhammad Ikhsan Setiawan Muhammad Ikhsan Setiawan Muhammad Ikhsan Setiawan Muhammad Ikhsan Setiawan Muhammad Kholil Muhammad Naufal Farhan Muhammad Sylmi Taufanudin Mulyono, Sindy Budi Munzilah Md Rohani Mushthofa Mushtofa, Mushtofa Mutiara, Johara Rosita Nabila, Nabila Nadia Laila Lathifah Nandhita Aulia Tarastanty Nashir, Muhammad Farras Nasrun Nasrun Natawibawa K, Surya Nofila Sari Nova, Aryani Novaria, Rinaldy Novianty, Nadira Nugraha , Andi Nurhalifa, Arrum Nurohman Nurohman Nurulfiki, Hefa Wahyu Pagit, Salsa Baidillah Pamadi, Mulia Pawaztris Pawaztris Pawaztris, Pawaztris Permana, Rio Permatasari, Nur Fitria Praptoyo, Riska Dwi Prasetijo, Joewono Prasetio, Muhammad Fahrul Prasetyo, Agus Mudo Prasetyo, Yudi Dwi Putri Rahayu Raden Hendra Ariyapijati Rafaelin, Fabiola Frederica Rana Reza Vahira Redwan, Muhammad Reni Karno Kinasih Resinta, Tria Resmitasari, Meyshiva Aulia Reta, Reci Tiana Rezeki Fajri Rifai Rifai Rifai, Andri I. Rio Satrio Risnandar, Moch Aris Rizqi Valiant Roisman A. Harefa Ronny Durrotun Nasihien, Ronny Durrotun Ruhiat, Nur Aini Rukmana, Istiani Aditia Safira Farras Pramesti Salma Karimah Saputra, Tohmas Sari, Yusra A. Sari, Yusra Aulia Sembada, Abdi Septiyani, Yusan Nurul Setiawan, Muhammad I. Setiawan, Muhammad Ikhsan Setyani, Mery Sudrajat, Asep Sugeng Sugeng Sumarno, Agung Sumiyati Sumiyati Sumiyati Suprapti Suprapti Suprapti Surya, Mukhlis Ade Syafiadi Rizki Abdila Syafiq Human Maulana Syafwandi Syafwandi Syamsiah Badruddin Syaputra, Febrian Sylvia Indriany Tabrani, Alhavid Tamabitte, Vhena E Toruan, Erni Sari Lumban Trijayanti, Wiwin Umar, Usmanul Hayadi Usmanul Hayadi Umar Utoyo, Haris Vendhy Vendhy Verdiansyah, Muhammad Dani Viranti Fahra Salsabila Wahyu Mulyo Utomo Wan Zahidah Musa Widodo Budi Dermawan Widyadhana, Gibran Arya Wincent Wincent Wirdianto, Agus Yanti, Dwi Sri Yasir, Yasrizal Yunita Dian Suwandari Zaenal Arifin Zaenal Arifin Zaffan Farhana Zainal Zahra, Muhammad Ryfqy Az Zainal Arifin Zainal, Zaffan Farhana Zhang, Guohui Zolkepli, Muhammad F. Zolkepli, Muhammad Farhan Zulkifli Faizal