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All Journal Prosiding Semnastek E-Dimas: Jurnal Pengabdian kepada Masyarakat Journal of Applied Geospatial Information Jurnal Ilmiah Universitas Batanghari Jambi Jurnal Manajemen Aset Infrastruktur dan Fasilitas Astonjadro Abdi Dosen : Jurnal Pengabdian Pada Masyarakat JMTS: Jurnal Mitra Teknik Sipil Jurnal Komposit : Jurnal Ilmu-Ilmu Teknik Sipil Journal of Applied Civil Engineering and Infrastructure Technology (JACEIT) Prosiding Seminar Nasional Rekayasa dan Teknologi (TAU SNAR- TEK) Rona Teknik Pertanian
Chayati, Nurul
Universitas Ibn Khaldun Bogor
Religion Agriculture, Biological Sciences & Forestry Humanities Automotive Engineering Chemical Engineering, Chemistry & Bioengineering 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 Engineering Environmental Science Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Mathematics Physics Public Health Social Sciences Transportation

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Development of the Structure of the Jamie Nurul Iman Sukaraja Mosque Building Based on the Needs of Congregation Facilities Lutfi, Muhamad; Chayati, Nurul; Rulhendri, Rulhendri; Jodi Sumarno, Ajie
ASTONJADRO Vol. 12 No. 1 (2023): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v12i1.6864

Abstract

Jamie Nurul Iman Mosque has an area of 208.39 m2, the mosque building currently has limited facilities, such as parking facilities for worshipers who still use the shoulder of the road and ablution facilities and special toilets for men and women must be separated, efforts to complete the facilities for the congregation then it is necessary to develop the building, due to the limited land owned, the development is carried out vertically into three floors. The research was conducted by testing the concrete quality (f'c) of existing columns, beams and slabs, the concrete quality values were obtained sequentially of 13.6 MPa, 11 MPa and 11.2 MPa, then modeled the existing structure using the ETABS application and the results showed that column structure, beams experiencing over strength (O/S) cannot withstand the loads acting on the building, so the existing building structure cannot be used for the development of a new three-story mosque building. The results of the structural analysis of the plan based on SNI obtained the dimensions of the new mosque building with a size of 11.25 meters x 18.8 meters, reinforced concrete structures, non-concrete roofs and enamel domes. The material specifications for the new mosque structure are concrete quality (f'c) 30 MPa, reinforcing steel quality (fy) 400 MPa and 280 MPa (BJTP). Column dimensions are 50x50 cm (first floor), column 40x40 cm (second and third floors), main beam dimensions are 30x60 cm, main beam is 30x50 cm, and child beams are 25x40 cm, floor slab thickness is 15 cm, roof slab is not 13 cm thick. The first floor is equipped with male ablution facilities with an area of 12.51 m2, female ablution facilities with an area of 9.7 m2, toilet facilities with an area of 2.84 m2, and vehicle parking facilities with an area of 99.93 m2. The second floor is equipped with men's prayer facilities with an area of 102.87 m2, book storage facilities with an area of 10.5 m2, logistics facilities with an area of 5.67 m2. The third floor is equipped with women's prayer facilities with an area of 72.9 m2. The budget plan for the construction of a three-story new mosque concrete structure is Rp. 717,990,500.00.
Analysis of Cantilever Retaining Wall as Landslide Mitigation on a Tributary of Cisadane River Bogor City Lutfi, Muhamad; Chayati, Nurul; Rulhendri, Rulhendri; Taqwa, Fadhila Muhammad Libasut; Ramadan, Fahreza Rahmatsyah
ASTONJADRO Vol. 12 No. 3 (2023): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v12i3.7013

Abstract

Bogor City has a high level of rainfall and is included in an area with a high potential for landslides. In March 2021, there was a landslide in a densely populated residential area at RT. 02/03 Cipaku Village, Bogor Selatan District. The landslide occurred on the slopes at the tributary of Cisadane River and adjacent to the nearest connecting bridge. The length of the landslide is 6 meters and as high as 7 meters from the water surface. Mitigation steps to prevent subsequent landslides are needed by constructing a retaining wall, so a cantilever-type retaining wall is chosen by considering the soil parameters and landslide conditions. The results of the analysis show that the stability of the retaining wall against shear (Fs) = 1.04 < SF = 1.5 and for stability against overturning (Fo) = 0.56 < SF = 1.5. Thus, the overall retaining wall is not able to withstand the load of the soil behind it. In terms of stability to the bearing capacity of the soil, the ultimate soil capacity (qs) = 94.149 kN/m2 > V = 243.535 kN/m2. Thus, the subgrade can withstand the load of the retaining wall. Therefore, to meet shear stability and overturning stability, the retaining wall is reinforced by using a bored pile foundation. The results of the foundation analysis showed that the allowable capacity (Qs) was obtained at 584.8 kN.
The Reliability Level of Women's Dormitory Building Ibn Khaldun University Bogor Lutfi, Muhamad; Chayati, Nurul; Rulhendri, Rulhendri; Aryanti, Reska; Insan, Muhammad Khaerul
ASTONJADRO Vol. 13 No. 1 (2024): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v13i1.7177

Abstract

The Ibn Khaldun University Women's Dormitory Building, Bogor (ASPIKA) is a building that functions as a temporary residence for female students. The ASPIKA Building was established 13 years ago, this has resulted in several building components and structures experiencing some damage which resulted in the function of the ASPIKA Building decreasing, so an assessment of the reliability level of the building is needed. Aspects used in the assessment of the reliability of the ASPIKA Building based on the proper function of the building include aspects of architecture, structure, utility and fire protection, accessibility, and building layout taking into account the applicable SNI standards. The method used is descriptive quantitative as well as survey data of the existing building by the Minister of Public Works No. 2/PRT/M/2006 concerning Guidelines for Building Technical Requirements. The results showed that the percentage value of the building on the architectural component aspect was 95.50%, indicating the building is in reliable condition. The percentage value on the structural component aspect of the building is 96.56%, indicating that the building is still reliable. The percentage of utility and fire protection components has a value of 65% indicating that the component aspects of the building are not reliable. Unreliable factors in utility and fire protection components are influenced by an inadequate fire prevention system so more attention must be paid to these aspects. Components in the accessibility aspect get a percentage of 65%, meaning that they are less reliable, where this value is influenced by the limited access of people with disabilities to reach areas on each floor of the building. The building layout and the environment get a 100% percentage which identifies the building layout as reliable based on the documents on the ASPIKA Building. The total value of the reliability level of ASPIKA Buildings obtained is 79.41% categorized as "Less Reliable" (reliable category is > 95%), this is influenced by the fire protection component by 65% ​​and the accessibility component by 65%. The solution that can be done by the university is to repair and procure facilities on the fire protection system and provide accessibility facilities that can make it easier for people with disabilities.
Building Analysis of the Lill Hajj Wall Umrah Building Based on Functionality of the Building for Umrah and Hajj Pilgrims Lutfi, Muhamad; Chayati, Nurul; Prayudyanto, Muhammad Nanang; Insan, Muhammad Khaerul; Pratama, Septian Anggi
ASTONJADRO Vol. 12 No. 2 (2023): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v12i2.8144

Abstract

PT Lill Hajj Wall Umrah is targeted to get 5,226 consumers per year or equivalent to 436 people per month by 2030. The old office in the form of a shophouse with a building area of 119.75 m² for a capacity of 99 people is considered inadequate to serve 436 consumers per month, so PT Lill Hajj Wall Umrah needs a new office with a meeting room of at least 523.2 m².  A new office will be planned based on SNI 2847-2019, SNI 1726-2019, SNI 1727-2020, and PBI 1983. The planning results are in the form of an analysis of the new office structure with building dimensions of 28.30 x 23.35m, four floors with a building area of 4,503 m². The material specifications of the building structure are concrete quality (fc') 41.5 MPa, melted reinforcing steel quality (fy) 400 MPa (BJTS), and 280 MPa (BJTP). Basement floor column dimensions 0.6 x 0.6 m, first to fourth floor columns 0.5 x 0.6 m, rooftop columns 0.4 x 0.4 m, main beam dimensions 0.25 x 0.35 m, child beams 0.25x0.5 m, stair beams 0.25 x 0.35 m, roof deck beams 0.25 x 0.3 m and 0.3 x 0.4 m, concrete slab thickness 0.15 m. The results of structural modeling using the Etabs application showed that there was no over-strength (O/S) in the column and beam structure elements. The results of the design of the new office building Lill Hajj Wall Umrah in the form of a basement floor equipped with prayer room facilities covering an area of 14 m2, a generator room covering an area of 15.28 m2, a pump room covering an area of 15.28 m2, parking covering an area of 781.53 m2. The first floor is equipped with VIP room facilities covering an area of 33.33 m2, a prayer room covering an area of 25.87 m2, a toilet covering an area of 44.93 m2, and a boutique room covering an area of 55.22 m2, and a warehouse covering an area of 12.3 m2. The second floor is equipped with a meeting room covering an area of 47.9 m2, a manager's room covering an area of 36.7 m2, a toilet covering an area of 30.9 m2, a prayer room covering an area of 16.08 m2, a boardroom covering an area of 80.59 m2 and a waiting room covering an area of 45 m2. The third and fourth floors are equipped with toilets covering an area of 25.75 m2, a prayer room covering an area of 23.95 m2, and a ballroom of 383.75 m2. The estimated budget for the construction of lill Hajj Wall Umrah's new office is Rp 7.612.645.721.- and takes 406 working days for construction.
Slope Reinforcement Using Gabion Retaining Wall On Angke River In Perumahan Curug Residence Griya Elok West Bogor District Lutfi, Muhamad; Chayati, Nurul; Rulhendri, Rulhendri; Insan, Muhammad Khaerul; Handrianto, Yayan
ASTONJADRO Vol. 13 No. 2 (2024): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v13i2.14254

Abstract

Bogor City is located between 106,480 E and 6,360 S and has an average altitude of at least 190 m, a maximum of 350 m, slope between 0.3%, 4-15%, 16-30% and above 40% with a distance of approximately 60 km from the capital, surrounded by Mount Salak, Mount Pangrango and Mount Gede. Bogor City has annual rainfall between 3500-4000 mm with an area of 4,992.30 Ha, between 4000-4500 mm with an area of 6,424.65 Ha, and between 4500-5000 mm with an area of 433.05 Ha mainly in December to January. (kotabogor.go.id). On 27 April 2019, landslides occurred due to heavy rain in Perumahan Curug Residence Griya Elok Jalan Parvi Bojong Neros RT. 03/ 07, Curug Village, West Bogor District, Bogor City. It is necessary to plan the retaining wall to mitigate the impacts of the landslide disaster. The access road in Curug Residence is an asphalt road with a width of 2.5 m, this causes only small vehicles to be able to pass in the area. In consideration of the narrow access road, heavy equipment cannot enter the Curug Residence landslide location, in order to deal with landslides, a gabion-type retaining wall will be applied. The gabion retaining wall is more efficient and practical with narrow road access because it can be done directly on site and does not require any heavy equipments. The results of the analysis of gabion retaining walls can be concluded as follows, the dimensions of the gabion retaining wall construction are 9.5 meters high, the width of the foot slab is 1.58 meters, and the thickness of the wall top section slab is 0.79 meters. After the calculation, the result of stability factor to shear is 3,624 > 1,5 and stability to bolsters is 5,858 > 1,5. Then it can be concluded that the gabion retaining wall is safe against danger of shear, bolsters and soil bearing capacity. The construction cost is Rp2.735.000.000,- and requires 127 days or 3 months and 1 week of construction work.
Analisis Parkir Perumda Pasar Pakuan Jaya Rifaldi, Reza; Rulhendri; Chayati, Nurul
Journal of Applied Civil Engineering and Infrastructure Technology Vol 6 No 2 (2025): Desember 2025
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v6i2.968

Abstract

The research aims to manage parking facilities so that there are no more vehicles parking in the area outside the Pakuan Jaya Market Perumda market; therefore, vehicles that park in the area outside the Pakuan Jaya Market Perumda market parking facility are placed in the Pakuan Jaya Market Perumda parking facility area so as not to reduce the road capacity. In this study, using the SRP method of characteristics (Volume, Accumulation, Duration, Turnover, Index), the performance management of paid parking is examined. Data collection was carried out by the survey method, with a time of 12 hours and running for sixteen days, with the data taken being the data of vehicle entry and exit hours to determine the characteristics of parking. The results of this study comprise the calculation of characteristics, including the maximum parking cumulation of 199 vehicles, which occurred on Friday, 12 April 2024 with a vehicle volume of 176 vehicles, and the maximum parking duration for At noon on the peak day, Thursday 4 April 2024, for sixteen days, the highest turnover of motorcycle parking at Perumda Pasar Pakuan Jaya Bogor City was observed at 30.03%. The maximum parking index reached 33.96%, indicating that the parking performance was relatively poor. However, the motorcycle parking capacity at Perumda Pasar Pakuan Jaya Kota Bogor was sufficient to meet the existing parking demand due to the capacity of the existing parking spaces. This was indicated by the parking index, which is less than 100%.
Slope Reinforcement Due to Landslide in Cipakancilan River, Sukaresmi Village, Bogor City Lutfi, Muhamad; Chayati, Nurul; Rulhendri, Rulhendri; Syaiful, Syaiful; Sunandar, Nandar; Insan, Muhammad Khaerul
ASTONJADRO Vol. 14 No. 3 (2025): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v14i3.19245

Abstract

In October 2022, there was a landslide in Tanah Sareal Subdistrict at Cipakancilan River, Sukaresmi Village, Bogor City. The location of the landslide occurred on the edge of the road adjacent to the Cipakancilan river, the road is an access road that connects the Regency area and the Bogor City area. The length of the landslide that occurred was 30 meters and 11.5 meters high from the Cipakancilan river water level. The construction of a retaining wall (DPT) is the right solution to maintain slope stability, namely rolling stability, shear stability and soil bearing capacity stability to restore stable slope conditions to hold the road body which can be reused as an access road for residents. This research started with an initial stage in the form of a field survey, then continued with a geotechnical investigation to determine the characteristics of the soil that experienced landslides. Based on the results of the research, it was found that the design of retaining walls of gravity type and cantilever type was analyzed using the Coulomb method for calculating lateral soil pressure and Mayerhof for calculating the stability of soil bearing capacity. For construction costs from the calculation of the cost budget plan, the results obtained for the gravity type retaining wall amounted to Rp. 1,229,923,600 (one billion two hundred twenty nine million nine hundred twenty three thousand rupiah), while the cantilever type retaining wall amounted to Rp. 1,620,913,000. 1,620,913,000 (one billion six hundred twenty million nine hundred thirteen thousand rupiah), the time of the planned implementation of gravity retaining wall work for 2.5 months or 75 calendar days, the time of the planned implementation of cantilever retaining wall work for 3 months or 90 calendar days.
PENINGKATAN WAWASAN DAN KESADARAN PERNIKAHAN DALAM PANDANGAN AGAMA DAN NEGARA DI DESA KARACAK Chayati, Nurul; Maulani, Denia; Aditya Pratama, Gilang
Abdi Dosen : Jurnal Pengabdian Pada Masyarakat Vol. 4 No. 3 (2020): SEPTEMBER
Publisher : LPPM Univ. Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (467.021 KB)

Abstract

Pengabdian kepada masyarakat merupakan salah satu Tri Dharma Perguruan Tinggi hal ini tidak lepas dari peran serta mahasiswa dalam program pemberdayaan masyarakat. Mahasiswa Kuliah Kerja Nyata Tematik Terintegrasi 2019 (KKN-TT 2019) kelompok 13-14 dengan lokasi posko di Desa Karacak merupakan salah satu desa yang berada di selatan kecamatan Leuwiliang dengan kondisi wilayah cukup luas dan penduduk cukup padat. Fenomena mengenai pernikahan di bawah tangan (pernikahan siri) sudah menjadi persoalan biasa bagi masyarakat Karacak dan menjadi problema hukum karena meskipun sah dalam pandangan agama akan tetapi dalam ketentuan negara pernikahan tersebut tidak mempunyai kekuatan hukum yang berakibat kepada ketidakjelasan status pernikahan di mata negara. Hal ini mengakibatkan dampak negatif bagi para pihak yang terlibat, seperti istri maupun anak kandung sebab suatu perbuatan hukum yang tidak mempunyai kekuatan hukum maka tidak dapat diakui oleh negara sebagai alas hak untuk mengurus segala kepentingan berkaitan dengan administrasi negara. Metode dalam pencapaian tujuan tersebut adalah pemberdayaan masyarakat melalui jasa Lembaga Bantuan Hukum (LBH) berupa Penyuluhan Pernikahan. Hasil yang dicapai adalah peningkatan kesadaran masyarakat dalam memahami persoalan tesebut melalui peran LBH UIKA-Bogor dengan mekanisme ceramah berupa penyuluhan hukum dan diskusi. Kegiatan ini dilakukan agar masyarakat mengetahui dan memahami betul pentingnya pernikahan yang tercatat di mata hukum.
Penanggulangan Timbulan Sampah di Perumahan Bukit Mekar Wangi Menggunakan Bangunan TPS 3R Lutfi, Muhamad; Chayati, Nurul; Alimuddin, Alimuddin; Sidik, Sendi Abduloh; Insan, Muhammad Khaerul; Syaja'ah, Siti Kholifah
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 9 No. 2 (2025)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v9i2.19273

Abstract

The problem of waste generation in urban areas continues to increase along with population growth. An increase in population of 0.98% in the research location contributed to the high volume of waste. This research aims to get a design, especially in the layout, structural analysis of the 3R Waste Temporary Shelter (TPS) building and cost budget plan (RAB). In the process of building a TPS 3R building, several technical aspects are considered in order to determine the layout of the building and the strength of the building construction so that it can function optimally. The method used uses structural analysis calculations, while checking beams and columns using ETABS ver.21 software. Based on the structural analysis, the TPS 3R building is planned with dimensions of 19.3 × 4.2 m using reinforced concrete material with a roof covering structure in the form of a concrete deck. The structural material specifications used are concrete with a quality of 22.84 MPa and the yield quality of reinforcing steel (fy) 420 MPa. The dimensions of the column structural elements are K30x30 cm, B20x40 cm main beam and 12 cm thick concrete slab. The structural analysis output of the planned building shows purple-colored columns with a strength ratio of 0.90 to 0.95, indicating that the structure is reasonably safe against working loads. Meanwhile, the black-colored beams indicate that the structure is safe against the working load. Keywords: Waste generation, TPS 3R, Structural analysis.
ANALISIS KERUSAKAN PERKERASAN JALAN MENGGUNAKAN METODE PAVEMENT CONDITION INDEX (PCI) DI KECAMATAN CIAMPEA Eliansyah, Kelvin; Rulhendri; Chayati, Nurul
JMTS: Jurnal Mitra Teknik Sipil Volume 7, Nomor 2, Mei 2024
Publisher : Prodi Sarjana Teknik Sipil, FT, Universitas Tarumanagara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24912/jmts.v7i2.24868

Abstract

Roads are one of the existing facilities and infrastructure in Indonesia and have an important role in for land transportation modes. Bogor Regency is one of the areas that depends on land accessibility because of its geographical location which sea transportation modes cannot be accessed directly. Therefore, road conditions are needing attention. However, the condition of the roads in Bogor cannot easy to access by land because there are some damages on Jl. Kampung Gedong which is one of the factors in the occurrence of accidents and traffic jams. Therefore, it is necessary to conduct initial research on damage to this road to determine the causes of road damage that occurs periodically. This study aims to identify the types of asphalt damage and obtain a value of the condition of the damage to the road and formulate a proposed improvement solution. This research uses the pavement condition index (PCI) method. Data collection using primary and secondary surveys. Survey results show that at the study site, there were 3 types of damage that occurred on the roads. Results of the study show that the ratings are verry good and failed. The given solutions are periodic maintenance, repair, and repair of reconstruction. Abstrak Jalan merupakan salah satu sarana dan prasarana yang ada di Indonesia dan memiliki peran penting terhadap kelancaran moda transportasi darat. Kabupaten Bogor merupakan salah satu wilayah yang bergantung pada aksesibilitas darat karena lokasi geografisnya yang tidak memiliki aksesibilitas langsung dengan moda transportasi laut. Oleh karena itu, kondisi jalan menjadi salah satu aspek yang perlu diperhatikan. Namun, kondisi jalan yang terdapat di Kabupaten Bogor tidak bisa mendukung kelancaran aksesibilitas moda transportasi darat. Hal ini karena masih terjadi kerusakan pada ruas-ruas jalan di Jl. Kampung Gedong yang merupakan salah satu factor terjadinya kecelakaan maupun kemacetan. Sebagai upaya untuk mendukung kegiatan berkendara, maka perlu dilakukan penelitian awal terhadap kerusakan pada jalan ini untuk mengetahui penyebab kerusakan jalan yang terjadi secara berkala. Penelitian bertujuan mengidentifikasi jenis kerusakan pada jalan aspal, mendapatkan nilai kondisi kerusakan pada jalan, dan merumuskan usulan solusi perbaikan. Metode penelitan yang di gunakan adalah metode pavement conditon index (PCI). Pengumpulan data dilakukan dengan survei primer dan sekunder. Hasil survey menunjukkan bawha di lokasi studi, terdapat 3 jenis kerusakan yang terjadi di ruas jalan, diantaranya lubang, pelepasan butir dan retak buaya. Hasil penelitian menunjukkan bahwa terdapat kondisi atau rating Verry Good dan Failed. Solusi penanganan berupa pemeliharaan berkala, perbaikan, dan perbaikan rekonstruksi.
Co-Authors Abdul Rahman Abdurahman, Erik Erlangga Adani, Ahmad Kafa Ade Mulyana, Ade Aditya Pratama, Gilang Adriansyah, Asrul Afrilia, Sintiya Ahmad Muhajir, Ahmad Ahmad Rifai Ahmad Suhaedi Ahmad, Zaprulloh Ahyani, Zaenudin Al Bahry, Syah Razad Lutfhy Al Munawar, Muhammad Agil Aldy Maulana, Aldy Alimuddin Alimuddin Alimuddin, Alimuddin Ardila, Fitri Aning Ayu Dwi Ari Setiawan Ariani, Rini Arief Goeritno Arien Heryansyah Aryanti, Reska Asep Maulana, Asep Asep Saepul Hidayat AYU LESTARI Azhari, Denny Denia Maulani Dian Wulandari Eko Hadi Purwanto Eliansyah, Kelvin Fadhila Muhammad Libasut Taqwa Farodhiyah, Siti Nurfatimatul Fauzi Ahmad Muda Feril Hariati Handayani, Juny Handrianto, Yayan Herman Herman Hidayah, Khoiron Ida Hayati, Noor Idi Namara Ilmi Dian Rachmawati Insan, Muhamad Khaerul Insan, Muhammad Khaerul Jafar Sidik Jannah, Lifa Raudhatul Jodi Sumarno, Ajie Khaerul Insan, Muhammad La Ode M. Gunawan Giu Luluk Dianarini Maulana, Miftah Moh. Didi Haidir1 Muhamad Fadli Muhamad Lutfi Muhammad Dawud Muhammad Hasan Wicaksono Muhammad Ilham Muhammad Nanang Prayudyanto Muktadir, Redho Mustika Mustika Natasasmita, Ginanjar Naufal, Achmad Nopiyansah, Muhammad Ilham Novianto, Dicky Pratama, Septian Anggi Putri, Andini Rizkarti Rahadian, Muhamad Luthfi Rahman, Ari Awalul Ramadan, Fahreza Rahmatsyah Ramadhanni, Muhammad Iqbal Fauzan Ria Fitri Ria Fitri Riavi, Rama Rifaldi, Reza Ritzkal, Ritzkal Roy Waluyo Rudi Irawan Rulhendri Rulhendri Sadewa, Galih Salam, Edi Nur Salman, Nurcholis Sandi Suandi Saprudin, Achmad Shulyana, Halyatunisa Dewi Sidik, Sendi Abduloh Sri Widodo Suali, Muhamad Subroto, Prayogo Halim Sudrajat, Adriyanto Sudrajat, Endang Suhendar Suhendar, Suhendar Sunandar, Nandar Syaiful . Syaiful Syaiful Syaja'ah, Siti Kholifah Tedy Murtedjo Tedy Murtejo Wicaksono, Muhamad Hasan Wilter Sariyanto Simanjuntak Witarsa, Aceng Zakiyah, Qonita