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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
Religion Aerospace Engineering Agriculture, Biological Sciences & Forestry Arts Humanities Astronomy Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry 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 Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Mathematics Mechanical Engineering Medicine & Pharmacology Neuroscience Physics Public Health Social Sciences Transportation Other

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Geometric Evaluation of the Influence of Bends on Road User Suitability: A Systematic Literature Review Risnandar, Moch Aris; Mahesa, Riski; Juliar, Eka; Isradi, Muhammad
Journal of Sustainable Innovation Engineering Vol. 1 No. 3 (2025): November
Publisher : Institute Of Advanced Knowledge and Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69693/sustainable.v1i3.15

Abstract

Tujuan dari studi ini adalah untuk mengevaluasi pengaruh karakteristik geometri tikungan jalan terhadap kepatuhan pengguna jalan menggunakan pendekatan Tinjauan Literatur Sistematis (SLR). Pencarian literatur dilakukan di berbagai basis data ilmiah, menghasilkan total awal 1.457 artikel. Setelah penyaringan dan evaluasi, 31 artikel dipilih dan ditinjau secara menyeluruh. Temuan studi menunjukkan bahwa komponen geometris seperti radius tikungan, superelevasi, dan jarak pandang henti berdampak signifikan pada keselamatan dan kenyamanan pengguna jalan. Sejumlah studi menunjukkan bahwa tikungan yang dirancang di bawah spesifikasi standar meningkatkan risiko kecelakaan, terutama di lingkungan yang tidak ramah pengguna. Geometri jalan yang selaras dengan persepsi dan harapan pengguna meningkatkan rasa aman dan nyaman saat berkendara. Studi ini menekankan bahwa desain tikungan berbasis bukti dan terstandarisasi secara teknis sangat penting untuk mendukung keselamatan lalu lintas.
The Impact of Road Section Damage on Alternative Transportation Routes: A Systematic Literature Study Faturohman, Iip; Nugraha , Andi; Mushtofa, Mushtofa; Heryadiana, Asep Dian; Isradi, Muhammad
Journal of Sustainable Innovation Engineering Vol. 1 No. 3 (2025): November
Publisher : Institute Of Advanced Knowledge and Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.69693/sustainable.v1i3.14

Abstract

This study examined the effect of road damage on the operation of alternate transportation routes using the systematic literature review (SLR) method. This study focused on the effects of road geometry, various forms of road damage, and societal repercussions. Major academic databases were searched for literature from 2013 to 2023 using the predetermined inclusion and exclusion criteria. According to general studies, geometric elements including lane width, curvature, slope, and shoulder conditions are directly associated to different types of damage like cracks, potholes, grooves, and drainage failures. These damages result in decreased route capacity, longer delivery times, higher rates of vehicle damage, higher accident risks, and restricted access to essential services. The social effects are substantial in places with little redundancy in the infrastructure. The findings demonstrate the importance of integrated planning that takes preventative maintenance and geometric design into account in order to guarantee transportation resilience and community welfare.
Analysis of the Determinants of the Quality of Human Resources Project Management in Improving the Performance of Multi-Project Construction Time Novaria, Rinaldy; Isradi, Muhammad
Jurnal Locus Penelitian dan Pengabdian Vol. 5 No. 2 (2026): JURNAL LOCUS: Penelitian dan Pengabdian
Publisher : Riviera Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58344/locus.v5i2.5353

Abstract

Delays in construction project completion remain a major issue, particularly in multi-construction project environments characterized by limited resources and allocation conflicts. These conditions require high-quality project management human resources (HR) to ensure optimal project time performance. This study aims to analyze the effect of project management HR quality on time performance in multi-construction projects by examining five key dimensions: competence, loyalty, discipline, and integrity, with work motivation as a mediating variable. This study adopts a quantitative approach using the Structural Equation Modeling–Partial Least Squares (SEM-PLS) method with SmartPLS 4 software. Data were collected through questionnaire surveys involving respondents engaged in three construction projects managed simultaneously. In addition, Importance Performance Analysis (IPA) was applied to identify practical priority indicators for improvement. The results indicate that the research model demonstrates very strong predictive capability, with coefficients of determination (R²) of 0.933 for time performance and 0.874 for work motivation. All HR quality variables have a positive and significant effect on project time performance, with the dominant influence order being discipline, competence, work motivation, loyalty, and integrity. Work motivation is proven to act as a mediating variable that strengthens the influence of HR quality on time performance. The IPA results identify four priority improvement indicators: technical competence, discipline in standard operating procedures and working hours, accuracy in project time control, and social motivation along with work environment support. This study concludes that improving the quality of project management HR implementation—particularly in the aspects of discipline and competence supported by work motivation—is a key factor in achieving effective time performance control in multi-construction projects.
Quality Management System in Asphalt Pavement Toll Widening: Sistem Manajemen Mutu Perkerasan Aspal pada Pelebaran Tol Jakarta Cikampek Nadia Laila Lathifah; Muhammad Isradi
Academia Open Vol. 11 No. 1 (2026): June
Publisher : Universitas Muhammadiyah Sidoarjo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21070/acopen.11.2026.13349

Abstract

General Background: Quality Management System (QMS) implementation is fundamental to ensuring construction quality in toll road infrastructure projects characterized by technical complexity and active traffic conditions. Specific Background: The Jakarta–Cikampek Toll Road lane widening project requires strict quality control in asphalt pavement works due to high traffic volume, environmental constraints, and operational risks. Knowledge Gap: Previous studies have predominantly addressed quality planning and ISO 9001 audits, while empirical evaluation of QMS implementation in asphalt pavement widening under live traffic conditions remains limited. Aims: This study aims to evaluate QMS implementation in asphalt pavement works and to develop a systematic and measurable Quality Key Performance Indicator matrix. Results: Using a quantitative survey of 70 project stakeholders analyzed through Importance Performance Analysis and SEM-PLS, the findings indicate that environmental and weather constraints as well as material quality fall into high-priority improvement areas, while managerial support shows the strongest positive relationship with implementation quality. Implementation quality significantly determines project performance, with R² values of 0.856 and 0.916 indicating strong predictive capability. Novelty: The integration of Importance Performance Analysis and SEM-PLS produces a practical KPI-based quality assessment instrument tailored to toll road widening projects. Implications: The proposed matrix provides a data-driven evaluation framework for prioritizing corrective actions, strengthening managerial commitment, and optimizing QMS application in asphalt pavement construction. Highlights• Environmental and weather constraints require urgent corrective prioritization in pavement works.• Managerial commitment demonstrates the strongest statistical relationship with execution standards.• Integrated analytical modeling produces a measurable KPI-based assessment framework. KeywordsQuality Management System; Asphalt Pavement; Importance Performance Analysis; SEM PLS; Toll Road Construction
Geometric, Pavement, and Drainage Design of the Cibogo KM 9 Road Segment, Subang (±2 km) Faqih, Muhammad; Mulyono, Sindy Budi; Permana, Rio; Sudrajat, Kukuh Mahi; Isradi, Muhammad
RIGGS: Journal of Artificial Intelligence and Digital Business Vol. 5 No. 1 (2026): Februari - April
Publisher : Prodi Bisnis Digital Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/riggs.v5i1.6554

Abstract

Road infrastructure development is crucial for mobility and the economy; design must satisfy geometric, structural, and drainage aspects. 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. This study analyzes the geometry of the Cibogo KM 9 road segment, ±2 km, in Padaasih Village, Subang. Referring to PDGJ 2021 and PKJI 2023; using 2025 LHR data, traffic growth of 8% (left direction) / 7.5% (right direction), a subgrade CBR of 5.5%, a design speed (Vr) of 70 km/h, and rainfall of 1,400–1,800 mm/year. The alignment produces 5 Spiral–Spiral curves with R = 250 m, the overlapping control is OK, and the cross-section type is 2/2 TT (two-lane, two-way, undivided). Drainage channel capacity from STA 0+000 – 2+024.63 using a 100 × 100 × 120 cm channel type (precast concrete), at 100-meter intervals, results in Q < Qsal. The design meets geometric criteria and base/drainage channel capacity requirements. These findings are expected to form the basis for recommendations for road improvements in the future.
Analisis Perancangan Geometrik dan Perkerasan Jalan Raya Beber–Ciperna: Studi Kasus di Kabupaten Cirebon Isradi, Muhammad; Andriano, Bayu; Wijaya, Arif; Anam, Zulfan Khairil; Sudrajat, Kukuh Mahi
RIGGS: Journal of Artificial Intelligence and Digital Business Vol. 5 No. 1 (2026): Februari - April
Publisher : Prodi Bisnis Digital Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/riggs.v5i1.6558

Abstract

fungsi strategis sebagai penghubung antara Kabupaten dan Kota Cirebon. Jalan ini berperkerasan lentur dengan lebar 7 meter. Analisis lalu lintas tahun 2025 menunjukkan pertumbuhan 4,5% pada arah kiri dan 7,5% pada arah kanan, menghasilkan volume desain sebesar 6.758 SMP/hari. Data tersebut menjadi dasar perhitungan kapasitas dan kebutuhan pelebaran jalan. Analisis geometrik dilakukan pada tiga tikungan utama menggunakan metode alinyemen horizontal dan vertikal. Perhitungan meliputi jari-jari lengkung minimum, super elevasi, panjang lengkung spiral, serta pelebaran perkerasan. Hasil menunjukkan bahwa seluruh tikungan memerlukan lengkung peralihan dengan pelebaran perkerasan antara 0,55–0,61 meter. Selain itu, jarak pandang henti dan menyiap dihitung untuk menjamin keselamatan pengguna jalan. Struktur perkerasan dirancang menggunakan sistem lentur dengan kombinasi material HRS-WC sebagai lapis permukaan dan CTB sebagai lapis pondasi bawah. Tebal total perkerasan mencapai 200 mm. Pertimbangan desain mencakup nilai CBR tanah dasar sebesar 6,5%, curah hujan tahunan 1.400–1.800 mm, serta kecepatan rencana 60 km/jam. Studi ini memberikan gambaran komprehensif mengenai tahapan desain geometrik, analisis lalu lintas, dan kebutuhan teknis perkerasan. Rekomendasi teknis meliputi pelebaran perkerasan di tiga tikungan, penerapan lengkung peralihan, serta struktur perkerasan lentur sesuai kondisi tanah dan iklim. Hasil akhir diharapkan menjadi acuan dalam pengambilan keputusan teknis dan perencanaan anggaran pembangunan jalan, sekaligus mendukung efisiensi transportasi dan keselamatan pengguna di wilayah Cirebon.
Construction Process of the Original Road on Jl. Raya Waled Desa – Jl. Raya Jatimulya, Mekarjaya, Waled Subdistrict, Cirebon Regency Isradi, Muhammad; Ruhiat, Nur Aini; Pagit, Salsa Baidillah; Prasetio, Muhammad Fahrul; Sudrajat, Kukuh Mahi
RIGGS: Journal of Artificial Intelligence and Digital Business Vol. 5 No. 1 (2026): Februari - April
Publisher : Prodi Bisnis Digital Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/riggs.v5i1.6559

Abstract

Road infrastructure design is an important aspect of regional development, especially in areas with high mobility such as Waled District, Cirebon Regency. This study aims to redesign the ±2.8 km section of Jl. Raya Waled Desa – Jl. Raya Jatimulya, Mekarjaya to meet the geometric standards for secondary collector roads as stipulated by the Directorate General of Highways. The research method was conducted through field surveys to obtain primary data on existing road conditions, topography, drainage, and traffic flow, which were then analyzed using civil engineering software such as Autodesk Civil 3D. The analysis results showed that the average width of the existing pavement was 5.5 meters with moderate to severe damage, so it needed to be widened to 6 meters to meet the standards. The maximum slope value of 3.2% is still within tolerance limits, but several points require elevation improvements to overcome flooding. Curve analysis shows that several segments have a radius of less than 90 meters, so superelevation improvements and curve widening are needed to ensure vehicle safety. Traffic load calculations (ESA5) show a total design load of 6,491,947 ESA (left direction) and 8,712,590 ESA (right direction), which are used as the basis for pavement thickness planning. In addition, a hydrological analysis using the Manning method resulted in a channel capacity of 1,643 m³/second with a flow velocity of 0.6 m/second, indicating that the drainage system needs improvement to accommodate rainwater runoff.
Geometric Analysis of the Road on the Pramuka Road Section in Harjamukti District, Cirebon City, West Java Province STA 0+000 – STA 2+000 Haekal, Adi Muhammad; Kurnianto, Muhammad Fajar; Dewi, Adinda Sabina; Sudrajat, Kukuh Mahi; Isradi, Muhammad
RIGGS: Journal of Artificial Intelligence and Digital Business Vol. 5 No. 1 (2026): Februari - April
Publisher : Prodi Bisnis Digital Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/riggs.v5i1.6562

Abstract

Road infrastructure design is an important component in the land transportation system that serves to improve mobility, safety, and comfort for road users. This study discusses the infrastructure planning of Jalan Pramuka, located in Harjamukti District, Cirebon City, with a route length of ±2.3 km. The main objective is to produce design recommendations that not only improve safety and efficiency but are also environmentally and economically sustainab. The research methodology includes the collection of primary and secondary data, including topography, road geometry, traffic, subgrade conditions, and hydrology data. The analysis covers horizontal and vertical alignment planning, road pavement structure analysis, drainage system design, and construction cost analysis. All collected data were subsequently used as the basis for geometric analysis, pavement planning, drainage design, and construction cost analysis. Road geometric planning was carried out with a design speed of 70 km/h and considered safety aspects through the use of spiral-circle-spiral (SCS) curves. Pavement analysis was based on the average daily traffic (ADT) in the design year 2025 and a subgrade CBR value of 5.5%, with a pavement design life of 15 years. The drainage system was designed using trapezoidal channels capable of accommodating rainfall discharge in accordance with the rainfall in the study area. The planning results show that the proposed road design meets applicable technical standards and is expected to support smooth traffic flow and sustainable regional development.
Geometric Analysis of the Gronggong – Beber Cirebon Highway STA 0+000 – STA 2+000 Zahra, Muhammad Ryfqy Az; Syaputra, Febrian; Nurhalifa, Arrum; Isradi, Muhammad
RIGGS: Journal of Artificial Intelligence and Digital Business Vol. 5 No. 1 (2026): Februari - April
Publisher : Prodi Bisnis Digital Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/riggs.v5i1.6850

Abstract

Road infrastructure is a vital component in regional development, serving as a means of transportation, economic driver, and connectivity enhancer. Inadequate design can cause problems such as traffic congestion and accidents. Therefore, this study aims to analyze road geometry, determine pavement thickness, and estimate project costs for the Gronggong–Beber road section in Cirebon Regency. The study location is the main road connecting Bukit Gronggong and Beber District, which has a gentle to moderate hilly topography. The data used includes the 2025 Average Daily Traffic (ADT) and design parameters with a design speed (Vr) of 70 km/h and a design life of 15 years. Based on calculations, the total Annual Average Daily Traffic (AADT) value is 8109.29 SMP/day, and the road type applied is 2/2-TT. The geometric analysis results show that of the five curves reviewed (C1, C2, C3, C4, C5), all require transition curves (Pcek > 0.25). The recommended curve type is Spiral–Circle–Spiral (S-C-S). For example, at Curve 1, the radius value used is R = 180 m (exceeding Rmin = 167.75 m), with a superelevation (ed) of 6.43% and a spiral curve length (Ls) of 74.10 m. Furthermore, the vertical alignment analysis at five PV points shows that the vertical curve length (Lv) taken is 42 m, based on the flexibility requirements. Overall, the geometric redesign of the road on the Gronggong–Beber section is necessary to ensure that the road meets safety and comfort standards in accordance with technical specifications.
Analisis Jalur Pejalan Kaki untuk Meningkatkan Aksesibilitas, Kenyamanan, dan Keselamatan Pejalan kaki Pada Ruas Jalan Ir.H. Juanda – Stasiun Bekasi Kota Utoyo, Haris; Isradi, Muhammad
RIGGS: Journal of Artificial Intelligence and Digital Business Vol. 5 No. 1 (2026): Februari - April
Publisher : Prodi Bisnis Digital Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/riggs.v5i1.6962

Abstract

Pemerintah Kota Bekasi melakukan revitalisasi pedestrian di Jalan Ir. H. Juanda – Perjuangan untuk meningkatkan kenyamanan pejalan kaki. Namun, trotoar seringkali masih disalahgunakan sebagai lokasi parkir motor liar meskipun spanduk larangan telah dipasang. Penelitian ini menganalisis jalur pejalan kaki pada ruas Jalan Ir. H. Juanda – Stasiun Bekasi Kota untuk mengetahui tingkat aksesibilitas, kenyamanan, dan keselamatan. Pertumbuhan mobilitas perkotaan menuntut tersedianya infrastruktur pedestrian yang memadai guna mendukung transportasi berkelanjutan. Penelitian ini menggunakan pendekatan kuantitatif melalui observasi lapangan, survei volume pejalan kaki, serta penyebaran kuesioner kepada 400 responden dengan metode accidental sampling. Pengumpulan data primer dilakukan melalui observasi langsung, penghitungan volume pejalan kaki pada jam sibuk pagi, siang, dan sore hari, serta penyebaran kuesioner kepada pengguna trotoar. Pengolahan data dilakukan menggunakan SPSS versi 26 melalui uji validitas, reliabilitas, uji asumsi klasik, dan analisis regresi linear berganda. Hasil penelitian menunjukkan bahwa instrumen dinyatakan valid dan reliabel dengan nilai Cronbach’s Alpha sebesar 0,748. Analisis regresi menunjukkan bahwa variabel keamanan berpengaruh signifikan terhadap kenyamanan (F = 3,887; p = 0,021 < 0,05) dengan nilai koefisien determinasi (R²) sebesar 0,353, yang berarti 35,3% variasi kenyamanan dijelaskan oleh faktor keamanan. Temuan ini menegaskan bahwa peningkatan kualitas fasilitas trotoar, penerangan, dan pengendalian hambatan fisik dapat meningkatkan kenyamanan dan keselamatan pejalan kaki secara signifikan. Optimalisasi fasilitas pedestrian di kawasan Stasiun Bekasi diharapkan dapat mendukung mobilitas masyarakat secara lebih aman, tertib, dan berkelanjutan.
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