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Muhammad Isradi
Department Of Civil Engineering, Faculty Of Engineering, Universitas Mercu Buana
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PENGARUH U-TURN TERHADAP KARAKTERISTIK ARUS LALU LINTAS DI RUAS JALAN CUT MUTIA BEKASI MENGGUNAKAN PKJI-2023 Riyadi, Agus; Isradi, Muhammad
INFO-TEKNIK Vol 26, No 2 (2025): INFOTEKNIK VOL. 26 NO. 2 DESEMBER 2025
Publisher : Universitas Lambung Mangkurat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20527/infotek.v26i2.21989

Abstract

Cut Mutia Raya Road, located in East Bekasi, is a road that connects Bekasi City with Bekasi Regency and has a very important role in the development of Bekasi City and its surroundings. The high number of U-turn movements on this road section affects the performance of the road section, which causes disturbances for motorists both from the same direction and from the opposite direction and has the potential for traffic conflicts, in addition to congestion caused by the impact of the distance between the median opening facilities (U-turn). The aim of this study is to determine the characteristics of traffic flow on this road section using the PKJI-2023 method, get the performance value of the U-turn facility, and find out how much influence the U-turn facility has on the performance of the road section. The method used is by making direct observations in the field to obtain geometric data of road sections, traffic counting for the volume of vehicles on the road section, and those that turn back at the U-Turn facility to be further analyzed using the PKJI-2023 method and the 2005 U-Turn Planning Guidelines method. Based on the survey data in the field, the peak hour volume of vehicles on Wednesday, 13 November 2024, was 4.016 vehicles/hour (3.100 vcu/hour), with a Degree of Saturation (DJ) value of 0,74. The free flow speed is 55,2 km/h, and the MP passenger vehicle speed based on DJ is 46 km/h. The volume of vehicles making a U-turn at the U-turn is 731 vehicles/hour (406,6 vcu/hour). With a vehicle waiting time of 10,12s with a queue length of 3,12m and a delay of 12,04s.
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.
Penentuan Skala Prioritas Pemeliharaan Jalan Menggunakan Metode Analytical Hierarchy Process (AHP) dan Metode Pavement Condition Index (PCI) Jauhari, Ahdan; 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.v5i1.6963

Abstract

Jalan Ps. Minggu Raya dan Jalan TMP Kalibata merupakan ruas jalan penting di Jakarta Selatan dengan volume lalu lintas yang tinggi, sehingga berpengaruh terhadap kualitas transportasi dan kinerja pelayanan lalu lintas. Penelitian ini bertujuan untuk memperoleh volume lalu lintas yang melintasi Jalan Ps. Minggu Raya dan Jalan TMP Kalibata, menganalisis kondisi perkerasan kedua ruas jalan tersebut menggunakan metode Pavement Condition Index (PCI), serta menentukan skala prioritas pemeliharaan dengan mengintegrasikan metode Analytical Hierarchy Process (AHP) dan PCI dengan mempertimbangkan kondisi jalan, volume lalu lintas, keamanan dan kenyamanan pengguna, serta biaya pemeliharaan. Metode PCI digunakan untuk mengevaluasi kondisi perkerasan berdasarkan jenis, tingkat, dan luas kerusakan jalan, sedangkan metode AHP diterapkan untuk menentukan bobot kepentingan kriteria dan sub-kriteria yang meliputi kondisi jalan, volume lalu lintas, keamanan dan kenyamanan pengguna, serta biaya pemeliharaan dengan data persepsi diperoleh dari responden dan diuji konsistensinya. Hasil analisis menunjukkan bahwa berdasarkan metode PCI, jl. Ps. Minggu Raya memiliki kondisi perkerasan yang lebih membutuhkan penanganan dengan nilai 73 (satisfactory) dibandingkan jl. TMP Kalibata 79 (satisfactory), dan hasil perhitungan AHP juga menunjukkan bahwa jl. Ps. Minggu Raya memiliki bobot akhir lebih tinggi sebesar 0,586 sehingga ditetapkan sebagai prioritas utama pemeliharaan jalan. Hasil penelitian ini memberikan implikasi bagi dinas setempat yang bertanggung jawab dalam pemeliharaan kualitas jalan dengan mempertimbangkan banyaknya kendaraan yang melewati ruas jalan serta pendataan kerusakan jalan yang dapat dilakukan kegiatan pemeliharaan secara cepat dan tepat sasaran.
Bibliometrics Analysis Of The Resistance Of Steel Materials In Building Structures To Fire Rizqi Valiant; Andri Irfan Rifai; Usmanul Hayadi Umar; Muhammad Isradi
Journal of Social Research Vol. 3 No. 7 (2024): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v3i7.2096

Abstract

Fire is the out-of-control burning method of flammable substances, which includes wood, paper, plastic, fuel, or different substances, which produce heat, mild smoke, and toxic gases. Fires can occur, including woodland fires caused by lightning or because of human activities, along with building fires due to electric short circuits or errors in the use of fire. In building design, it is miles vital to apprehend the elements that cause fires and the fireplace's resistance to materials. Metal is a form of metallic made from a primary mixture of iron (Fe) and carbon (C), with the amount of carbon typically being much less than 2 per cent of its general weight. Steel is a very common fabric used in a spread of applications due to its aggregate of robust, long-lasting, and malleable properties.
Co-Authors Abdila, Syafiadi Rizki Abdul Hamid Abdul Kholiq Abdul Talib Bon Acep Hidayat Adhwa, Muhammad Adi Nurmahdi Adi Prasetyo Aditya, Tandhang Penta Agista, Shella Agung Wahyudi Biantoro Agus Riyadi Agus Sukoco 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 Amrun Rosyid Anam, Zulfan Khairil Andi Nugraha Saputra Andri Irfan Rifai Andri, Maulika Alifia Andriano, Bayu Anisa Awaliyah Annisa Megarestya Anugrah, Febrian Anugraha, Pebri Tri Arief Rijaluddin Arif Wijaya Aryanti, Lina Aryapijati, Raden Hendra Asep Dian Heryadiana Asep Sudrajat Aulia Tarastanty, Nandhita 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 Enif Asfarianto Pratama Fadillah, Ahmad Fadli Bimantara Faizal, Zulkifli 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 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 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 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 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 Mushthofa Mushtofa, Mushtofa Mutiara, Johara Rosita Nabila, Nabila Nadia Laila Lathifah 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 Rifai Rifai Rifai, Andri I. Rio Satrio Risnandar, Moch Aris Rizqi Valiant Rohani, Munzilah Md Roisman A. Harefa Ronny Durrotun Nasihien, Ronny Durrotun Ruhiat, Nur Aini Rukmana, Istiani Aditia Safira Farras Pramesti Salma Karimah Saputra B, Dicky Andrianto Saputra, Tohmas Sari, Yusra A. Sari, Yusra Aulia Sembada, Abdi Septiyani, Yusan Nurul Setiawan, Muhammad I. Setiawan, Muhammad Ikhsan Setyani, Mery Subagyo, Indriawan Sudrajat, Asep Sugeng Sugeng Sumarno, Agung Sumiyati Sumiyati Sumiyati Suprapti Suprapti Suprapti Surya, Mukhlis Ade Syafiq Human Maulana Syafwandi Syafwandi Syafwandi Syafwandi Syafwandi Syamsiah Badruddin Syaputra, Febrian Syarif Hidayatullah 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 Zaenal Arifin Zaenal Arifin Zaffan Farhana Zainal Zahra, Muhammad Ryfqy Az Zainal Arifin Zainal, Zaffan Farhana Zhang, Guohui Zolkepli, Muhammad F. Zolkepli, Muhammad Farhan