Article Per Year (5 Year)
p-Index From 2021 - 2026
5.924
P-Index
This Author published in this journals
All Journal Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Pondasi Briliant: Jurnal Riset dan Konseptual Journal of Advanced Civil and Environmental Engineering SCIENCE TECH: Jurnal Ilmiah Ilmu Pengetahuan dan Teknologi Astonjadro Ge-STRAM: Jurnal Perencanaan dan Rekayasa Sipil Journal of Industrial Engineering & Management Research (JIEMAR) Media Komunikasi Dunia Ilmu Sipil (MoDuluS) Jurnal Ilmiah Wahana Pendidikan Jurnal Ilmiah Telsinas Elektro, Sipil dan Teknik Informasi Proceedings Series on Physical & Formal Sciences Jurnal Teknik Sipil Giratory Upgris Jurnal Locus Penelitian dan Pengabdian Prosiding Seminar Nasional Teknik Sipil UMS Jurnal Indonesia Sosial Sains Journal of Artificial Intelligence and Digital Business Jurnal Ilmiah Sultan Agung JIM: Jurnal Ilmiah Mahasiswa Pendidikan Sejarah VISA: Journal of Vision and Ideas
Rachmat Mudiyono, Rachmat
Unknown Affiliation
Religion Aerospace Engineering Agriculture, Biological Sciences & Forestry 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 Immunology & microbiology Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Mathematics Mechanical Engineering Neuroscience Nursing Physics Public Health Social Sciences Transportation Other

Published : 46 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 46 Documents
Search

 1   2   3   4   5 
Prioritas Penanganan Pemeliharaan Jalan Berdasarkan Tingkat Kerusakan (Studi Kasus: Ruas Jalan Gebang Ilir – Waled Cirebon Panjang 10,5 KM dan Lebar 5-7 M) Nuryaman, Asep; Mudiyono, Rachmat; ., Pratikso
Jurnal Ilmiah Wahana Pendidikan Vol 11 No 9.A (2025): Jurnal Ilmiah Wahana Pendidikan
Publisher : Peneliti.net

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

Abstract

Cirebon adalah daerah strategis, sehingga fasilitas jalan sangat penting.Jalan memfasilitasi arus barang dan jasa, serta kemampuan orang untuk melaksanakan aktivitas mereka, yang pada gilirannya mendorong pertumbuhan ekonomi di daerah terkait.Namun, arus lalu lintas yang tinggi akibat volume kendaraan yang banyak dan beban yang berlebihan menyebabkan kerusakan pada permukaan jalan. Kondisi Jalan Kabupaten Cirebon, khususnya Seksi Jalan Gebang Ilir Waled sepanjang 10,5 kilometer, telah memburuk, memerlukan pemeliharaan. Namun, kendala anggaran sering menghambat efektivitas upaya pemeliharaan ini.Mengingat tantangan-tantangan ini, sangat penting untuk melakukan studi komprehensif yang menilai prioritas pemeliharaan jalan di Seksi Jalan Kabupaten Cirebon. Tujuan dari studi ini adalah untuk menentukan urutan prioritas pemeliharaan jalan berdasarkan tingkat kerusakan menggunakan Pavement Condition Index (PCI) dan metode Bina Marga untuk menilai kondisi kerusakan yang ada serta memberikan alternatif yang sesuai untuk manajemen.Studi dimulai dengan survei lapangan, di mana data dikumpulkan dan dianalisis menggunakan metode PCI dan Bina Marga untuk menentukan Program Pemeliharaan Jalan. Analisis tersebut menghasilkan temuan yang menekankan pentingnya menentukan urutan prioritas ini untuk mengoptimalkan dana anggaran yang terbatas.Studi ini mengidentifikasi bahwa penyebab utama kerusakan pada Seksi Jalan Gebang Ilir Waled disebabkan oleh sistem drainase, lapisan permukaan jalan yang tipis, volume kendaraan yang tinggi, dan kendaraan yang kelebihan muatan.Metode PCI mengklasifikasikan kondisi permukaan jalan dengan nilai 52, yang menunjukkan kondisi cukup (baik). Metode Bina Marga menunjukkan bahwa Seksi Jalan Gebang Ilir Waled termasuk dalam program pemeliharaan rutin.Urutan prioritas penanganan pemeliharaan jalan, seperti yang ditentukan oleh analisis, menunjukkan bahwa pemeliharaan dimulai dari seksi jalan dengan kondisi kerusakan paling parah di STA 009 + 500 hingga 009 + 600, hingga seksi jalan dengan kondisi baik di STA 000 + 300 hingga 000 + 400.
Analysis of the Level of Traffic Fatality of Road Section Conditions in Tanjung Balai City Sihombing, Alexander Tuahta; Pratikso, Pratikso; Mudiyono, Rachmat
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.v14i3.18007

Abstract

There are various kinds of driver behavior in Tanjungbalai city such as aggressive driving, illegal racing, against the direction and many more which are generally dominated by workers with different professions and students. A person's attitude and pattern of thinking will be influenced by that pattern of thinking, which usually results in certain patterns of behavior. Most traffic accidents occur due to human error, such as traffic violations. Every year, 1.35 million people die from traffic accidents worldwide. This means that every 24 seconds one person loses their life on the roads around the world. A person can violate traffic laws due to intentionality, ignorance, or ignorance of the applicable rules. This study explains, which means testing hypotheses to explain the causal relationship between variables. This type of research was chosen because the goal to be achieved was to explain the relationship and effect of the questionnaire as the main data collection tool. Field research requires tools to support it. The following tools and materials were used by researchers including stationery, cameras (documentation) and survey forms Traffic Accident Analysis. Data Collection Techniques The research data must be collected to obtain the necessary data and information. The following is the data collection process used in this study, namely Primary Data Survey Results where primary data collection is carried out by direct observation at the research location. Secondary Data where vehicle data and vehicle volumes used as writing material are based on direct observation data in the field and data assistance from SAMSAT and the PUPR Office of Tanjungbalai City. Field Observation is by making direct observations of motorists who are around the research subject to collect information needed for further research. As well as documentation Data collected from activities carried out at the research location or survey during the activity. This research was conducted in Tanjung Balai City, North Sumatra Province with research targets or respondents being Students, Students, and Communities who live or are in the research area and own and use motorized vehicles (cars and motorcycles) spread across Gading Village, Sijambi Village, and Pahang Village, Tanjung Balai City.Research Implementation Time Where the research took place for four days, from March 11 to 14, 2024.  The research location is located at Ir. Sutami street, Husni Thamrin street, Abd Rahman Street, and SMA 3 street, Tanjung Balai City. It can be seen that the most frequent traffic accidents in the research location are on the Ir. Sutami section of Tanjungbalai City which has an accident rate which if rounded off the value is 36 events/year. From the calculation example above, it is known that the value of the fatality rate of the Ir Sutami road section, Datuk Bandar District, Tanjungbalai with TF = 47232.003> UCL = 23903.06 then the road section is an Accident Prone Area. The accident-prone road section that has the highest fatality rate is Jl. SMA 3, Tanjungbalai with TF = 105462,206 and UCL = 61843,521.
INOVASI MATERIAL GEOSINTETIK (GEOCELL) DAN KIMIA (GEOPOLL) UNTUK OPTIMALISASI PERBAIKAN JALAN HAULING DI PT. MARUWAI COAL Raharjo, Oky Fauzi; Mudiyono, Rachmat; Rochim, Abdul
Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Vol. 30 No. 1 (2025): Wahana Teknik Sipil
Publisher : Politeknik Negeri Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32497/wahanats.v30i1.6180

Abstract

PT Maruwai Coal faces challenges in increasing hauling production efficiency due to the decline in the quality of hauling roads. In April 2023, dump truck traffic only reached 1.58 cycles/shift, far below the target of 2 cycles/shift, causing a production loss of 26% (91,280 tons). This condition is influenced by the decline in the quality of hauling roads, which is reflected in the Coal Hauling Road Index (CHRI) value which only reached 81.02% in the 17th week of 2023, far below the standard of 90%. Decreased road performance results in increased travel time, maintenance costs, and faster vehicle damage.   This research aims to apply the principles of geosynthetic (geocell) and chemical (geopoll) materials in improving transport roads. In addition, the Road Maintenance application is used to maintain road conditions, provide recommendations for repairs, and ensure proper implementation of SOPs. A case study was carried out on Segment 4 (KM39”“KM52) by measuring changes in CHRI values, average speed and production results. The application of geocell increased the CHRI value from 83% to 91.23% and extended the life of the road by more than 8 weeks. The use of geopoll increases the bearing capacity of the soil, reduces installation and maintenance costs by 21.95%, and increases the average speed from 35.08 km/h to 38.66 km/h. Production increased from 362,419 tonnes/month to 397,337 tonnes/month, resulting in increased profits of $8,243,790 per month. This research shows that geocells, geopolls and digital applications significantly improve cost efficiency, road performance and support production sustainability at PT Maruwai Coal. This study makes a real contribution to the development of infrastructure technology.
Analisis Estimasi Biaya Pemeliharaan Jalan Kabupaten di Kabupaten Cirebon Hakiim, Chevy Helmi; Mudiyono, Rachmat; Adi, Henny Pratiwi
VISA: Journal of Vision and Ideas Vol. 5 No. 2 (2025): Journal of Vision and Ideas (VISA)
Publisher : IAI Nasional Laa Roiba Bogor

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

Abstract

The condition of district roads in Cirebon, which continues to deteriorate each year, has encouraged the Cirebon District Government to continuously strive to carry out road maintenance. However, limited funding has become an obstacle to meeting all maintenance needs. Therefore, this study is considered important to assist the Cirebon District Government in managing district roads, particularly in road maintenance activities, to ensure that both maintenance methods and costs are implemented effectively and efficiently. This study uses the Surface Distress Index (SDI) method. Data collection was carried out through direct surveys of road damage as primary data. Several factors were identified in assessing pavement damage, including surface condition, type and width of cracks, percentage of cracking, number and size of potholes, wheel path depressions, edge damage, and the condition of other road ancillary structures. The results of the study conclude that out of the total length of the Sindanglaut–Pabuaran road, which is 14.1 km, 8.1 km is in good condition and requires routine maintenance, 2.8 km is in fair condition and requires periodic maintenance, 1.3 km is in lightly damaged condition and requires rehabilitation, and 1.9 km is in severely damaged condition and requires reconstruction. A maintenance budget of IDR 14,830,250,000.00 is required to restore and maintain the road in good condition.
Analisis Kadar Aspal Optimum Pada Aspal Berpori Menggunakan Aspal PG-76 dan Serat Selulosa Perdana, Muhammad Gunawan; Pratikso; Mudiyono, Rachmat
Science Tech: Jurnal Ilmu Pengetahuan dan Teknologi Vol 11 No 1 (2025): Februari
Publisher : Universitas Sarjanawiyata Tamansiswa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30738/st.vol11.no1.a19181

Abstract

Porous asphalt is an innovative solution in road pavement to reduce air retention and increase driving safety. This research aims to analyze the optimum asphalt content (KAO) in porous asphalt mixtures using PG-76 asphalt and cellulose fiber materials. PG-76 asphalt was chosen because it has high resistance to permanent cooling, while cellulose fiber is used to increase mix stability and reduce drain-down. The test was carried out using the Marshall method to determine the optimal KAO value based on stability parameters, flow, void content in the mixture, and abrasion resistance using the Cantabro test. The research results show that the use of PG-76 asphalt with the addition of cellulose fiber can improve the mechanical performance of porous asphalt mixtures, especially in increasing resistance to wear and maintaining a high void content. Thus, this mixture has the potential to be applied in road pavement to increase resistance to extreme weather conditions and optimize road drainage functions. The results of this research also provide recommendations for selecting materials and designing porous asphalt mixtures that comply with national and international technical specifications.
Peningkatan Aksesibilitas Trayek Kalimantan Timur - Kalimantan Selatan Berdasarkan Kinerja Transportasi Antar Kota Antar Provinsi Sujarwanto, Eko; Mudiyono, Rachmat; Rochim, Abdul
Jurnal Locus Penelitian dan Pengabdian Vol. 4 No. 10 (2025): JURNAL LOCUS: Penelitian dan Pengabdian
Publisher : Riviera Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58344/locus.v4i10.4995

Abstract

Transportasi Antar Kota Antar Provinsi (AKAP) merupakan tulang punggung mobilitas masyarakat antar wilayah di Indonesia, khususnya di wilayah Kalimantan yang memiliki tantangan geografis signifikan. Sistem transportasi yang andal, efisien, dan dapat diakses oleh masyarakat menjadi kunci kepuasan pengguna transportasi umum serta mendukung pertumbuhan ekonomi regional. Namun, kinerja AKAP pada trayek Kalimantan Timur-Kalimantan Selatan masih menghadapi berbagai permasalahan terkait pelayanan, kenyamanan, ketepatan waktu, dan keselamatan yang berimplikasi pada tingkat aksesibilitas masyarakat. Tujuan penelitian ini adalah mengidentifikasi faktor-faktor yang mempengaruhi kinerja transportasi AKAP, mengevaluasi pengaruh pelayanan, kenyamanan, ketepatan waktu, dan keselamatan terhadap aksesibilitas, serta merumuskan rekomendasi kebijakan perbaikan dengan penekanan khusus pada trayek Kalimantan Timur - Kalimantan Selatan. Dengan menggunakan pendekatan kuantitatif, penelitian ini mengumpulkan data dari 100 pengguna AKAP rute Samarinda-Banjarmasin dengan memberikan kuisioner terstruktur dan analisis statistik selanjutnya menggunakan regresi linier berganda dengan menggunakan software SPSS versi 26.0. Hasil penelitian menunjukkan bahwa terdapat tujuh faktor utama yang mempengaruhi kinerja transportasi AKAP, dengan ketepatan waktu, keselamatan, dan kenyamanan sebagai faktor paling dominan. Analisis deskriptif mengungkapkan kesenjangan antara kinerja aktual (skor 3,41-3,75) dan harapan penumpang (skor ?4,0), dengan aspek keselamatan dan ketepatan waktu memerlukan prioritas perbaikan. Temuan ini memberikan implikasi praktis bagi operator transportasi dan pembuat kebijakan dalam merumuskan strategi peningkatan kualitas layanan AKAP yang komprehensif dan berbasis bukti empiris.
Dimensional And Mechanical Deviation Of Paving Block Type Rectangular From Several Manufacturers In Semarang City Mudiyono, Rachmat; Wibowo, Titus Tony
JACEE (Journal of Advanced Civil and Environmental Engineering) Vol 7, No 1 (2024): April
Publisher : Universitas Islam Sultan Agung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30659/jacee.7.1.38-47

Abstract

The non-uniformity of paving block quality can result in uneven pavement, which in turn can increase the risk of traffic accidents. This study aims to determine the quality of compressive strength of paving block type Holland from several manufacturers in Semarang City area both manually and massively. As well as knowing why the physical dimensions of paving block type Holland from several producers in Semarang City are not uniform. This research was conducted by taking samples in the paving block manufacturing industry around the city of Semarang. The discussion in this study only covers the type of holland paving block in Semarang City from 4 producers namely CV Waringin Putih Banyumanik Semarang, PT Alam Daya Sakti, Anugerah Block, and Putra Alam Sari. All paving block products tested met or exceeded the minimum value of compressive strength specified in SNI 03- 0691-1998. This indicates that these products have an adequate ability to withstand the given compressive load. The compressive strength test results show that the lowest value was recorded for Anugrah Block at 17.21 MPa, while the highest value was achieved by PT Alam Daya Sakti with 20.112 MPa. The non-uniformity of the physical dimensions of Holland type paving from several producers in Semarang City can be influenced by several factors, including different production processes between producers, the use of different raw materials, and differences in the arrangement of machines or production equipment.
Perilaku Aspal Wearing Course terhadap Pengaruh Rendaman Air Pasang (ROB) dengan Bahan Tambah Polyethylene dan Fine Agregat Slag Andry, Juny; Pratikso, P; Mudiyono, Rachmat
Prosiding Seminar Nasional Teknik Sipil UMS 2023: Prosiding Seminar Nasional Teknik Sipil UMS
Publisher : Universitas Muhammadiyah Surakarta

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

Abstract

Rob atau air pasang adalah banjir air laut atau naiknya permukaan air laut yang diakibatkan oleh air laut pasang yang menggenangi daratan. Lalu lintas yang padat dan rendaman air pasang di jalan utama mengakibatkan deformasi permanen yang membutuhkan aspal berkualitas yang tahan terhadap rendaman pasang surut dan beban lalu lintas. Penelitian ini bertujuan untuk mengetahui komposisi modifikasi job mix formula terbaik yang dapat digunakan untuk asphalt concrete wearing course. Penggunaan kombinasi LDPE dan aggregat slag menjadi pembaharuan yang belum ada sebelumnya. Limbah plastik Polyethylene (PE) memberi ketahanan terhadap air sehingga kombinasi tersebut dapat menjadi Job Mix Formula baru yang mampu tahan terhadap rendaman air pasang (rob) sehingga dapat digunakan dalam konstruksi struktur jalan (Flexibel Pavement) Asphalt concrete wearing course modifikasi direndam dalam air standar laboratorium, air rob, dan air dengan kandungan klorida (Cl- ) yang berbeda-beda. Durasi perendaman 7 hari, 14 hari dan 21 hari serta metode perendaman terdiri dari perendaman dengan pola menerus (continuous) dan perendaman dengan pola berkala/ siklik (intermittent). Komposisi terbaik untuk Asphalt Concrete Wearing Course yang didapat dalam perendaman menerus adalah agregat Slag 50% dan LDPE 6% sedangkan untuk perendaman berkala adalah agregat Slag 0% dan 50% dengan LDPE 6% dan 8%.
Studi Pengaruh Pembangunan Kota Pelabuhan Bakahueni Terhadap Kinerja Terutama Jalan Utama Pelabuhan Sutrisno, Joko; Mudiyono, Rachmat; Soedarsono, Soedarsono
BRILIANT: Jurnal Riset dan Konseptual Vol 9 No 1 (2024): Volume 9 Nomor 1, Februari 2024
Publisher : Universitas Nahdlatul Ulama Blitar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28926/briliant.v9i1.1575

Abstract

Pada tahun 2021, Bakauheni Harbour City (BHC) ditetapkan sebagai Proyek Strategis Nasional, kondisi kawasan berupa pemukiman jarang, ruang hijau, area wisata Siger, dan terjadi kemacetan pada hari puncak. Tujuan penelitian ini mengetahui pengaruh pembangunan BHC terhadap kinerja Jalan Utama Pelabuhan Bakauheni (JUT), Jalan tol trans Sumatera (JTT), Jalan lintas tengah (JLE), Jalan lintas timur (JLT), Jalan lingkungan permukiman (JLP), dan Jalan kawasan pelabuhan (JKP). Metode penelitian dengan pemodelan bangkitan tarikan BHC dan kinerja jalan JUT, JLT, JLE, JTT, JLP, JKP pada kondisi arus normal dan puncak, ditentukan pada sebelum pembangunan BHC (2021), persiapan (2022), semasa (2023), selesai (2043), fungsional (2047), ultimate/puncak (2073). Berdasarkan analisa diperoleh bangkitan tarikan BHC 17.470 smp/hari. Dengan variabel terikat Y (JUT) dan variabel bebas X1(JBHC), X2 (JTT), X3 (JLT), X4 (JLE), X5 (JKP), X6 (JLP), dengan metode analisa regresi, didapatkan korelasi dampak pembangunan BHC terhadap kinerja jalan sangat kuat (nilai pearson correlation = 0,954). Model regresi menghasilkan persamaan Y= 0,007 + 0,172X1 + 0,378X2 + 1,273X3 + 0,378X4 - 2,821X5 + 0,979X6 (kondisi arus normal), dan Y= 4,007+0,377X10,989X2+4,975X3+1,307X4-0,649X5-10,060X6 (kondisi arus puncak). Dapat disimpulkan bahwa pembangunan BHC berkonstribusi signifikan terhadap kinerja JUT sebesar 0,172 (normal) dan 0,377 (puncak) satuan ratio, sehingga meningkatkan tundaan dan kemacetan.
Pengaruh Lamanya Perendaman Terhadap Absorpsi, Ketahanan Aus, dan Kuat Tekan Paving Block Wajdi*, Bina Arumbinang; Mudiyono, Rachmat; Soedarsono, Soedarsono
JIM: Jurnal Ilmiah Mahasiswa Pendidikan Sejarah Vol 8, No 4 (2023): Agustus, Social Religious, History of low, Social Econmic and Humanities
Publisher : Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jimps.v8i4.27082

Abstract

Paving block memiliki kelebihan dibanding perkerasan jalan lainnya, namun pada kenyataannya kondisi lapangan tidak selalu kering, dan sering terjadi pemasangan perkerasan paving block tanpa menghiraukan umur rencananya. Hal tersebut bisa saja mempengaruhi kualitas dari paving block. Tujuan dari penelitian ini adalah untuk mengetahui pengaruh lama perendaman dan umur paving block yang ditinjau dari besar absorpsi, ketahanan aus, dan kuat tekan. Paving block yang digunakan adalah model batu bata (holland) manual yang didapat dari Banyubiru dan mekanis yang didapat dari Semarang. Variasi lama perendamannya adalah 0, 12, 24, 36, 48 (jam), dengan umur paving block 7, 14, 21, 28 (hari) dan hasil analisa data menggunakan uji T. Hasil pengujian absorpsi paving block manual maupun mekanis menunjukkan bahwa semakin lama perendaman semakin meningkat nilai absorbsinya. Hasil ketahanan aus paving block manual maupun mekanis menunjukkan bahwa benda uji tanpa perlakuan memiliki nilai aus yang lebih kecil dan semua hasil uji memenuhi syarat SNI 03-0361-1996 mutu A. Kuat tekan maksimal paving block manual terjadi pada umur 28 hari tanpa perlakuan sebesar 13,334 MPa. Kuat tekan paving block mekanis maksimal adalah 25,297 MPa terjadi pada paving tanpa perendaman.
Co-Authors Abdul Rochim Affendi, Achmad Sholikin Aisy, Alfi Rihadatul Andry, Juny Antonius Antonius Ashari, Mochamad Hisam Ayun, Qurrota Azizah, Nisa Ul Bimantoro, Leo Candra Irawan Debi, Yoga Tegar Ardi Ekapraja, Huda Eko Sujarwanto Fatah, Muhamad Nadhorudin Ferennita, Aldila Fani Ginola, Navy Ananda Hakiim, Chevy Helmi Hapsari, Indri Barianti Hapsoro, Tunggul Henny Pratiwi Adi Hermin Poedjiastoeti Imam Wahyudi Indrawan, Imam Wahyudi Iman, Choirul Joko Sutrisno Kartono Wibowo Kartono Wibowo, Kartono Kholifataya, Elsya Lisa Fitriyana, Lisa Mahardika, Vera Mohammad Agung Ridlo, Mohammad Agung Muhammad Gunawan Perdana Muhammad Najib Muktiarso, Raffi Athani Munandar, Adnan Arif Niam, Moh Faiqun Niam, Mohammad Faiqun nugroho, suko Nuryaman, Asep Nusadhani, Prananing P Sinaga, Agusniko Perdana, Haris Athiya Perwiranegara, Alamsyah Fatih Prabowo Setiyawan, Prabowo Pratikso Pratikso Pratikso Pratikso, P Prihatno, Teguh Purwasih, Dian Ratih Puspitasari, Nikmatul Rochmy Putra, Ikhsan Fauzi Gunawan Raharjo, Oky Fauzi Raharjo, Slamet Putro RATNA SETYANINGSIH Ricardo, Carlen Rama Riska Rosantika, Arga Santosa, Zaky Dinu Segawati, Vannya Selvia Agustina Sihombing, Alexander Tuahta Soedarsono Soedarsono Sulistyo, Juny Andri Sulistyo, Juny Andry Umar, Muh Alwi Wajdi*, Bina Arumbinang Wajdi, Bina Arumbinang Wibowo, Arief Eko Wibowo, Titus Tonny Wibowo, Titus Tony