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All Journal Media Teknik Sipil Prosiding Forum Studi Transportasi Antar Perguruan Tinggi E-Dimas: Jurnal Pengabdian kepada Masyarakat Journal of Applied Geospatial Information 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 Jurnal Penelitian dan Pengabdian Masyarakat
Rulhendri Rulhendri
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 Other

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Analisis Penetapan Harga Jual Unit Rumah pada Perumahan Citra Kencana, Kota Bogor Fachriandi, Muhamad; Rulhendri, Rulhendri; Alimuddin, Alimuddin; Syaja'ah, Siti Kholifah
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 8 No. 1 (2024)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v8i1.8089

Abstract

The need of people to live in continue to increase from year to year. Statistical data stated that the backlog figure (shortage of houses) in 2014 reached 15 million. One of the areas that is being developed to be used as a residential area is Tanah Sareal District, Bogor City. It is located only 30 minutes from Bogor City Hall. With a very strategic location, the developer adjusts the type of house to be built in accordance with the facilities and advantages of the Tanah Sareal area to become a luxury but affordable cluster type of housing. In preparation for this final project, the author took a case study of a Citra Kencana Residential Area, located on Kencana Village, Tanah Sareal District, Bogor City. The construction of this housing is carried out in two stages. In the first phase to be built is the Amarossa type (36/72) with a total of 5 units and a Rossalia type (40/72) with a total of 17 units. Based on the results of the analysis, the selling price of a house that matches the demand curve for the Amarossa type is Rp. 2,896,025,813.00 and for the Rossalia type is Rp.2,627,957,575.00. Assuming a margin of 10%, the price of an Amarossa type house is Rp.3,185,628,394.00 and the price of a Rossalia type house is Rp. 2,890,753,332.00. From the income diagram, it is known that the income of people who are interested in buying a house is between fifteen and twenty million per month. So that the number of monthly installments for fifteen years for the Amarossa type is Rp. 13,237,451.00. and for Rossalia type houses Rp. 12,044,805.00. Then the price that has been set above is stated in accordance with the buyer's income.
Analysis of Types of Flexible Pavement Damage Using the Pavement Condition Index Method Novianto, Dicky; Rulhendri; Chayati, Nurul
Journal of Applied Civil Engineering and Infrastructure Technology Vol 5 No 1 (2024): Agustus 2024
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v5i1.562

Abstract

Roads are land transportation infrastructure that is very important in facilitating economic relations and other social activities. If road damage occurs, it will not only result in the obstruction of other economic and social activities but can also cause accidents for road users. The aim of this research is to explain the types of damage to the surface layer of flexible pavement and to find out the index value of the pavement condition index for Jalan Kreteg-Lebak Jaya based on the PCI (Pavement Condition Index) method so that the results can be used in preparing road maintenance programs. The results of this research in segment 1 showed 4 types of damage, namely edge cracks, patches, holes, weathering, and loose granules, with a PCI value of 22, very poor pavement conditions using this type of treatment. reconstruction/recycling. In segment 2, there were 4 types of damage, namely edge cracks, patches, holes, weathering, and loose granules with a PCI value of 26 in poor pavement conditions using the type of reconstruction or recycling treatment. In segment 3, there were 3 types of damage: holes, slip cracks, weathering, and loose granules with a PCI value of 46. Fair pavement conditions using reconstruction or recycling treatment in segment 4, there were 4 types of damage, namely crocodile skin cracks, edge cracks, holes, weathering, and loose granules, with a PCI value of 29 for poor pavement conditions using the type of reconstruction or recycling treatment.
Analisis Kerusakan Permukaan Jalan Berdasarkan Penilaian Dengan Metode SDI Dan IRI Maulana, Miftah; Rulhendri; Chayati, Nurul
Journal of Applied Civil Engineering and Infrastructure Technology Vol 4 No 2 (2023): Desember 2023
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v4i2.566

Abstract

Transportation infrastructure in the form of roads holds an important role in mass mobility. Sustainable usage combined with the increase in vehicle volume can lead to road damage, which eventually affects its construction condition and has implications for quality, comfort, safety, and traffic flow. Therefore, periodic analysis of road surface damage is crucial to determine whether the road is in good condition or requires repair and maintenance. Jalan Raya Ciherang in Bogor Regency is categorized as a busy district road, with a length of 2 km, serving as a secondary local road. The Surface Distress Index (SDI) and International Roughness Index (IRI) methods were used to assess the road surface condition. By comparing visual assessments and using the Roadroid application, the results were more effective in determining the level of damage and finding appropriate actions to solve the problem. The analysis showed that the average percentage of road damage using the SDI and IRI methods, the highest percentage of SDI values indicates a good condition at 50%, while the highest percentage of IRI values indicates a combination of good and fair conditions, both at 37.50%. Referring to the data on determining the type of road condition management from Bina Marga, 2011, it was necessary to perform routine maintenance. According to information from Kebina-Margaan, and Dinas Pekerjaan Umum 2007 regarding road service conditions, Jalan Raya Ciherang falls into the category of Mantap service condition.
Studi Perencanaan Fasilitas Integrasi Moda Pada Terminal Baranangsiang Kota Bogor Amalia Fajar, Risma; Murtedjo, Tedy; Rulhendri
Journal of Applied Civil Engineering and Infrastructure Technology Vol 5 No 1 (2024): Agustus 2024
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v5i1.608

Abstract

Transportation mode shift is a node that connects various public transportation into a network. If switching between these modes of transportation can be designed to be easier, faster, and more convenient, then the integration and flexibility of the network as a whole will increase. This study aims to evaluate, analyze and then plan the needs of modal integration facilities based on SPM. identify the condition of existing modal integration facilities at the current terminal, analyze the level of willingness, satisfaction and interest according to the perceptions of transport passengers towards the existing modal integration facilities at Baranangsiang Terminal, and obtain values from respondents on modal integration facilities that are needed or have not been fulfilled at Baranangsiang Terminal Bogor city. This study uses a descriptive method with a quantitative approach. The results of this study are that the Bogor City Baranangsiang Terminal from January to June 2023 has reached 13,490 passengers, which on average reaches 2,248 people per day. Based on the aspect of satisfaction seen from the willingness of respondents to fill out the questionnaire, it was found that the lowest level of satisfaction was pedestrian facilities, lighting, trash cans, the presence of bicycle lanes, disability lanes and signs in the terminal. This aspect of interest is considered very important for terminal users.
Studi Rencana Penentuan Titik Pemberhentian Angkutan Umum Massal Berbasis Jalan di Kabupaten Bogor pada Koridor 5 Qoimah, Nur; Rulhendri, Rulhendri; Murtedjo, Tedy
Journal of Applied Civil Engineering and Infrastructure Technology Vol 5 No 2 (2024): Desember 2024
Publisher : Indonesian Society of Applied Science

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52158/jaceit.v5i2.830

Abstract

The Bogor District Government plans to use Bus Rapid Transit as one of the modes of mass transportation which is expected to increase the attractiveness of public transportation so as to reduce the use of private vehicles as an effort to reduce the level of traffic congestion. Determining the location and number of bus stops has an important role in the use of mass public transportation. The purpose of this study is to get the number and location of bus stops that can meet the potential demand, as well as the number of fleets needed for the operation of Mass Public Transport. The method used in this research is the Department of Land Transportation equation analysis. In this study, the determination of the location and number of bus stops along the mass transit route corridor 5 Bogor Regency was carried out by identifying the location that caused the greatest generation and met the criteria for the location of bus stops. The selected location is then carried out a screening analysis which aims to get the number and location of bus stops that can meet the potential demand and can analyze the potential demand from each stopping point. The results of this analysis conclude that there are 17 selected stop locations along the route with an average potential demand of 1983.80 trips/hrs, and the number of fleets required is 10 units of vehicles.
Analysis of Road Damage Levels Using the SDI (Surface Distress Index) Method for Evaluation and Handling of Potholes Prayudyanto, Muhammad Nanang; Rulhendri, Rulhendri; Syaiful, Syaiful; Ramadan, Riki Natanael
ASTONJADRO Vol. 14 No. 1 (2025): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v14i1.15015

Abstract

Highways are land transportation infrastructure that is very important in facilitating economic relations activities. The method used is the SDI (Surface Distress Index) method. The purpose of this study is to identify the types of road damage, analyze the level of road damage using the SDI method and evaluate the SDI value and handling potholes. The length of the road studied in this research is 1000 ± m which is divided into 10 segments with a segment length of 100 m each. The data required for this research is secondary data and primary data. Based on the results of processed field data, 6 types of road damage were obtained. The percentage results on Jalan Ciremai Ujung with an average SDI value of 34 and categorized as having a value in good and moderate conditions so that the percent value (%) in damaged conditions is 90%, moderate 10%, slightly damaged 0% and seriously damaged 0%. And carry out handling by means of routine maintenance on segments 1,2,3,5,6,7,8,9,10 and periodic maintenance on segment 10.
Paid Parking Performance Evaluation at Depok Baru Station Syaiful, Syaiful; Murtejo, Tedy; Rulhendri, Rulhendri; Gunawan, Dede; Wardhani, Asri Kusuma; Lestari, Dini Hari Mulya
ASTONJADRO Vol. 14 No. 1 (2025): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v14i1.15729

Abstract

Depok Baru Station is a train operating facility that stops regularly to pick up and drop off passengers, Depok Baru Station is in the operational area of DAOP 1 Jakarta. Depok Baru Station has so many passengers that one of the motorized vehicle parking facilities cannot accommodate vehicles parked in the area at Depok Baru Station. Therefore, it is necessary to study parking analysis at Depok Baru Station to provide benefits for motorbike users who do not get parking space, this is to create comfort and security for passengers who park their motorbikes in the Depok Baru Station area. So that it can provide an alternative parking control at Depok Baru Station so that no more motorized vehicles are found that are not parked neatly. This study aims to obtain the existing capacity of parking locations at Depok Baru Station and to obtain parking characteristics (accumulation, duration of each vehicle, parking space turnover rate and parking index) of motorized vehicles in the Depok Baru Station area. This study uses quantitative methods, data collection is carried out by means of observation as primary data, including data on the number of incoming vehicles, data on the number of outgoing vehicles, data representing peak hours, peak days, normal hours, normal days, number of Parking Space Units (SRP) . The results of this study are that the existing parking lot obtained secondary data using the survey method to produce existing data on an area of 840m2 motorcycle parking area with a capacity of 300 SRP (parking space units) and a slope angle of 90° at Depok Baru Station. the largest accumulation stasis was 358 vehicles with an average parking duration of 12.20 hours on Tuesday 13 June 2023. During the eight days of the survey, the maximum parking volume was 480 vehicles with a maximum accumulated vehicle parking of 424 vehicles which occurred on Monday June 12, 2023, the highest turn over for motorcycle parking at Depok Baru Station reached 161.00%, therefore the performance of motorcycle parking is quite high. The capacity of motorcycle parking spaces at Depok Baru Station cannot accommodate the available parking space requirements. This can be reviewed by looking at the parking index which exceeds 100%.
EVALUASI KINERJA RUAS JALAN TRANSYOGI SESI TRANSPARK-CITRA MALL Ariyanto, Riki; Murtejo, Tedy; Rulhendri, Rulhendri
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 2 No. 2 (2018)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v2i2.1554

Abstract

Jalan Transyogi merupakan jalan yang menghubungkan 5 pemerintahah daerah yaitu DKI Jakarta, Kota Depok, Kabupaten Bogor, Kabupaten Bekasi dan Kota Bekasi. Daerah dengan tingkat pertumbuhan tinggi untuk wilayah Kabupaen Bekasi, Kota Bekasi, dan Kabupaten Bogor karena menghubungkan pusat-pusat wisata di Jawa Barat. Untuk jalan Transyogi sesi Transpark-Citra Mall berjarak 2.89 km dan berada di dua wilayah pemerintahan daerah yaitu Kota Depok dan Kota Bekasi, Untuk mengetahui kinerja ruas jalan Transyogi sesi TransparkCitra Mall dalam konteks transportasi maka perlu diadakannya analisis kinerja ruas jalan tersebut dengan metode (MKJI 1997). Menurut MKJI 1997 jalan perkotaan merupakan segmen jalan yang mempunyai perkembangan secara permanen dan menerus sepanjang seluruh atau hampir seluruh jalan, minumum pada satu sisi jalan, apakah berupa perkembangan lahan atau bukan. Penelitian yang dilakukakan yaitu survey jumlah kendaraan (Traffic counting), survey data hambatan samping, dan survey geometrik jalan. Untuk survey jumlah kendaraan (traffic counting) di lakukan pada hari kamis untuk mewakili hari kerja dan hari minggu untuk mewakili hari libur. Data hasil survey kemudian di olah dengan menggunakan metode (MKJI 1997),untuk jalan perkotaan seperti di jalan Transyogi sesi Transpark-Citra Mall. Kinerja ruas jalan, di jalan Transyogi sesi Transpark-Citra Mall dengan LOS di hari kerja B, sedangkan untuk hari libur LOS nya adalah C terkecuali untuk segmen 7 yaitu untuk hari kerja adalah mempunyai LOS C dan hari libur LOS nya adalah D disebabkan oleh adanya aktifitas mall dan simpang kranggan dengan APIL (Alat Pemberi Isyarat Lalu Lintas) yang menimbulkan tundaan dan antrian panjang
EVALUASI KINERJA SIMPANG JALAN M.H. THAMRIN, SENTUL CITY KABUPATEN BOGOR WS, Andriyanto; Murtejo, Tedy; Rulhendri, Rulhendri
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 1 No. 1 (2017)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v1i1.3739

Abstract

Jalan MH. Thamrin adalah jalan utama yang langsung menerima kendaraan dari semua arah pintu toll, baik itu dari arah jakarta ataupun arah bogor. Jalan MH. Thamrin ini menjadi salah satu titik pusat kemacatan di daerah perumahan Sentul City karena jalan tersebut merupakan muara kendaraan yang akan masuk dan keluar dari dareah Sentul City. Tujuan penelitian ini adalah untuk mengevaluasi kinerja simpang tak bersinyal dan membuat pola yang efektif untuk meningkatkan kinerja simpang dengan sesuai Manual Kapasitas Jalan Indonesia (MKJI) 1997. Adapun hal yang perlu dihitung antara lain Kapasitas (C), Derajat Kejenuhan (DS), Tundaan, Peluang Antrian (QP%), Volume Capacity Rasio (VCR). Adapun data-data pendukung untuk pengerjaannya antara lain kondisi geometri jalan, kondisi lalu lintas, kondisi lingkungan. Evaluasi dilakukan pada hari kerja dan hari libur, serta pola pengaturan yang efektif. Dari hasil analisis dan data hasil survei pada hari kerja, didapat DS pada kawasan Simpang Belanova tertinggi pada pukul 11.00-12.00 dengan derajat kejenuhan (DS) =0.103 dan nilai peluang antrian (QP%) yaitu 1,16 – 4,71,sedangkan pada Simpang Karimata pada pukul 07.00-08.00 dengan derajat kejenuhan(DS) = 0.118 dan peluang antrian (QP%) yaitu 1,36 – 5,36. Dari hasil analisis dan data hasil survei pada hari libur didapat DS pada kawasan Simpang Belanova tertinggi pada pukul 16.00-17.00 dengan Derajat Kejenuhan (DS)= 1,105 dan nilai peluang antrian (QP%) yaitu 49,39 – 98,86 dan pada Simpang Karimata tertinggi pada pukul 17.00-18.00 dengan Derajat Kejenuhan (DS)= 0.831 dan nilai peluang antrian (QP%) yaitu 27,76 – 54,96. Adapun pada pengaturan pola lalu lintas pada Simpang Belanova didapat hasil analisis dan data hasil survei, didapat DS tertinggi pada pukul 16.00-17.00 dengan derajat kejenuhan (DS) = 0.677 dan nilai peluang antrian (QP%) yaitu 18.83 – 38.51, sehingga penerapan pola pengaturan pada lebih efektif dalam memecah masalah kapasitas.
STUDI PERENCANAAN GEDUNG PARKIR SEPEDA MOTOR DI AREA FAKULTAS TEKNIK DAN SAINS UNIVERSITAS IBN KHALDUN BOGOR Lutfi, Muhamad; Rulhendri, Rulhendri; Salam, Ro'yu Awwalul Mu'minul Quddus
Jurnal Komposit: Jurnal Ilmu-ilmu Teknik Sipil Vol. 4 No. 1 (2020)
Publisher : Universitas Ibn Khaldun

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/komposit.v4i1.3749

Abstract

ABSTRAKLahan parkir Fakultas Teknik dan Sains Universitas Ibn Khaldun Bogor memiliki luas lahan 345,15m2dan hanya mampu menampung 80 untuk sepeda motor. Kondisi lahan parkir tersebut sangat terbatas untuk menampung sepeda motor di jam-jam puncak, sehingga seringkali bahu jalan digunakan sebagai tempat parkir kendaraan. Jumlah sepeda motor setiap durasi parkir dapat dapat diketahui melalui survei dengan metode berdasarkan selisih terbesar antara kedatangan dan keberangkatan sepeda motor. Jumlah sepeda motor yang masuk lahan parkir setiap durasi adalah beragam dan puncak sepeda motor yang masuk terjadi pada pukul 08:00 - 11:00 WIB. Tersedianya gedung parkir bertingkat merupakan solusi yang tepat untuk mengatasi ketersediaan lahan parkir. Gedung parkir tersebut direncanakan 4 lantai dengan luas bangunan 26mx13m dapat menampung 288 sepeda motor. Pemodelan struktur menggunakan software ETABS dengan standarisasi yang berlaku yaitu SNI-2847-2013, SNI-1726-2012 serta PPPURG-1987. Material yang digunakan adalah beton bertulang dengan mutu beton K-250 dengan kolom 500/500mm dengan tulangan utama 8D20 dan tulangan geser í˜10-150. Balok utama dengan dimensi 300/500mm dengan tulangan tarik 6D16, tulangan tekan 5D16, tulangan geser í˜10-200mm dan untuk balok anak dengan dimensi 200/400 mm dengan tulangan tarik 4D16, tulangan tekan 3D16, tulangan geser í˜10-150mm. Tebal plat 15cm dengan tulangan D13-250mm. Pengecekan kolom menggunakan software PCACOL.Kata Kunci: kapasitas parker, gedung parkir bertingkat, pemodelan struktur, aplikasi ETABS.ABSTRACTThe parking area for the Faculty of Engineering and Science, Universitas Ibn Khaldun Bogor with area of 345.15m2 can only accommodate 80 motorbikes. Parking lot capacity is very limited to accommodate motorbikes at peak hours, so often that, the road is used as a parking area. The number of motorbikes per parking duration can be determined through a survey with a method based on the largest difference between motorbike arrivals and departures. The number of motorbikes that enter the parking lot for each duration varies and the peak of the incoming motorbikes occurs at 08:00 - 11:00 WIB. The availability of multi-stories parking buildings is the right solution to overcome the limited capacity of parking lots. The parking building is designed with 4 stories, 26x13 m2 area, which can accommodate 288 motorbikes. Structural modeling used ETABS software with applicable standards, namely SNI-2847-2013, SNI-1726-2012 and PPPURG-1987. The material used is reinforced concrete with K-250 concrete quality with 500/500mm columns with 8D20 main reinforcement and í˜10-150 shear reinforcement. Main beam with dimensions 300 / 500mm with 6D16 tensile reinforcement, 5D16 compressive reinforcement, shear reinforcement í˜10-200mm and for joist with dimensions 200/400 mm with tensile reinforcement 4D16, compressive reinforcement 3D16, shear reinforcement í˜10-150mm. 15cm thick concrete plate with D13-250mm reinforcement. the column integrity is controlled using PCACOL software.Keywords: parking capacity, multi-stories parking building, structural modelling, ETABS software.
Co-Authors ., Supriana Abdul Rahman Achmad Syaifudin Agus Hasan Ahmad Suhaedi Ahyani, Zaenudin Al Bahry, Syah Razad Lutfhy Al Munawar, Muhammad Agil Aldy Maulana, Aldy Alimuddin Alimuddin Alimuddin Alimuddin, Alimuddin Amalia Fajar, Risma Ari Setiawan Arief Goeritno Arif, Januar Ariyanto, Riki Aryanti, Reska Asep Maulana, Asep Awaludin, Muhamad Miftah Azhari, Denny Azka fadilla setiawan Baharudin, Sudarman Bastian, Robby Bintang, Ilham Budiawan, Teddy Chayati, Nurul Damiana, Salma Leandra Darmayuda, Trisna Dede Gunawan, Dede Dian Wulandari Eko Hadi Purwanto Eliansyah, Kelvin Fachriandi, Muhamad Fadhila Muhammad Libasut Taqwa Feril Hariati Gibran, Reza Haldiana, Haldiana Handrianto, Yayan Herman Herman Hidayah, Khoiron Ida Hayati, Noor Idris, Mochamad Iis Nurhasanah Ilmi Dian Rachmawati Insan, Muhammad Khaerul Irfan Kurniawan Iryanto Iryanto Jafar Sidik Jodi Sumarno, Ajie Karlinda, Dea Ayu Khodam Fauzi, Muhamad Lestari, Dini Hari Mulya Lestari, Puri Anita Luluk Dianarini Marguna, Abas Maulana, Miftah Mubarak, Maudiawan Muhamad Lutfi Muhammad Nanang Prayudyanto Muhammad Yulianto, Muhammad Mustika Mustika Nabila, Aqies Naili Nanang Prayudyanto, Muhamad Ngadimo, Ngadimo Nirwan, Ade Nopianda, Riky Sanjaya Novianto, Dicky Nugraha, Martin Jafar Nurdiansyah Nurdiansyah Nurohman, Anggi Oktavia, Mutiasari Qoimah, Nur Rahadian, Muhamad Luthfi Rahmah, Rizky Aulia Ramadan, Fahreza Rahmatsyah Ramadan, Riki Natanael Renea Shinta Aminda Ria Fitri Rifaldi, Reza Ritzkal, Ritzkal Roy Waluyo Rudi Irawan Saefudin Saefudin Salam, Ro'yu Awwalul Mu'minul Quddus Sambodo, Sambodo Saputra, Alvian Aditya Savitri, Aris Siradz, Syekhan Aria Putu Sudrajat, Adriyanto Sudrajat, Endang Sulaeman, Ujang Sunandar, Nandar Susanto Hariyadi, Eri Susanto Haryadi, Eri Suyanto, Erwan Eka Syafrudin, Dindin Syaiful . Syaiful Syaiful Syaja'ah, Siti Kholifah Tedy Murtedjo Tedy Murtejo Tiara Aninditha Wahyu Kurniawan Wardhani, Asri Kusuma Winara, Agriatama Hegar WS, Andriyanto Zein, Anggi Muskita