Articles

Performance Evaluation of MMA7260QT and ADXL345 on Self Balancing Robot Ferdinando, Hany; Khoswanto, Handry; Purwanto, Djoko
TELKOMNIKA Telecommunication, Computing, Electronics and Control Vol 11, No 1: March 2013
Publisher : Universitas Ahmad Dahlan

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A Self Balancing Robot (SBR) controller needs to detect platform inclination. For this purpose, an accelerometer is used. From various types of accelerometer, we can divide into digital and analog ones. The problem is how to select the right type for the SBR.This paper evaluates the performance of the ADXL345 and the MMA7260QT. The Arduino is used to read data from the sensor and send it to PC for plotting. Both sensors use the lowest sensitivity. The sensors are evaluated with three criteria, i.e. stationary, dynamical response and collaborating with ITG3200 3-axis gyroscope for Kalman Filter fusion. For stationary criterion, the ADXL345 is better than the other sensor for all stationary position. For dynamical response, both sensors suffer from the noise due to acceleration of the platform. The sensors do not only sense the gravity but also the acceleration of the platform when it is moved. But the noise level for the ADXL345 is lower than the other. Using Kalman Filter makes both sensors show good performance for a SBR application. If three criteria are combined with hardware aspect, then the authors recommend using the ADXL345. Besides, it has several useful features to handle abrupt acceleration.
Multiple Moving Obstacles Avoidance of Service Robot using Stereo Vision Budiharto, Widodo; Santoso, Ari; Purwanto, Djoko; Jazidie, Achmad
TELKOMNIKA Telecommunication, Computing, Electronics and Control Vol 9, No 3: December 2011
Publisher : Universitas Ahmad Dahlan

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In this paper, we propose a multiple moving obstacles avoidance using stereo vision for service robots in indoor environments. We assume that this model of service robot is used to deliver a cup to the recognized customer from the starting point to the destination. The contribution of this research is a new method for multiple moving obstacle avoidance with Bayesian approach using stereo camera. We have developed and introduced 3 main modules to recognize faces, to identify multiple moving obstacles and to maneuver of robot. A group of people who is walking will be tracked as a multiple moving obstacle, and the speed, direction, and distance of the moving obstacles is estimated by a stereo camera in order that the robot can maneuver to avoid the collision. To overcome the inaccuracies of vision sensor, Bayesian approach is used for estimate the absense and direction of obstacles. We present the results of the experiment of the service robot called Srikandi III which uses our proposed method and we also evaluate its performance. Experiments shown that our proposed method working well, and Bayesian approach proved increasing the estimation perform for absence and direction of moving obstacle.
Electronic Nose using Gas Chromatography Column and Quartz Crystal Microbalance Rivai, Muhammad; Purwanto, Djoko; Juwono, Hendro; Agus Sujono, Hari
TELKOMNIKA Telecommunication, Computing, Electronics and Control Vol 9, No 2: August 2011
Publisher : Universitas Ahmad Dahlan

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The conventional electronic nose usually consists of an array of dissimilar chemical sensors such as quartz crystal microbalance (QCM) combined with pattern recognition algorithm such as Neural network. Because of parallel processing, the system needs a huge number of sensors and circuits which may emerge complexity and inter-channel crosstalk problems. In this research, a new type of odor identification which combines between gas chromatography (GC) and electronic nose methods has been developed. The system consists of a GC column and a 10-MHz quartz crystal microbalance sensor producing a unique pattern for an odor in time domain. This method offers advantages of substantially reduced size, interferences and power consumption in comparison to existing odor identification system. Several odors of organic compounds were introduced to evaluate the selectivity of the system. Principle component analysis method was used to visualize the classification of each odor in two-dimensional space. This system could resolve common organic solvents, including molecules of different classes (aromatic from alcohols) as well as those within a particular class (methanol from ethanol) and also fuels (premium from pertamax). The neural network can be taught to recognize the odors tested in the experiment with identification rate of 85 %. It is therefore the system may take the place of human nose, especially for poisonous odor evaluations.
ANALISIS DAMPAK MANUVER KENDARAAN ANGKUTAN BARANG PADA KINERJA SIMPANG DAN PUTARAN BALIK MENGGUNAKAN SIMULASI JEJAK KENDARAAN (STUDI KASUS SIMPANG KAWASAN INDUSTRI CANDI, SIMPANG ARTERI LINGKAR UTARA DAN PUTARAN BALIK KAWASAN INDUSTRI TERBOYO - SEMARANG) Haryanto, Christian Andhika; Alif, Gandhi; Basuki, Kami Hari; purwanto, Djoko
JURNAL KARYA TEKNIK SIPIL Volume 6, Nomor 2, Tahun 2017
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Simpang-simpang dan putaran balik di Kota Semarang seringkali belum dapat melayani pergerakan arus lalu lintas secara maksimal, terlebih dalam melayani kendaraan angkutan barang. Hal ini ditunjukkan antara lain dengan seringnya terjadi tundaan, baik yang disebabkan oleh pengaturan lalu lintas yang kurang efisien maupun karena geometrik yang kurang memadai. Untuk itu perlu dilakukan analisis kinerja dan simulasi manuver kendaraan khususnya kendaraan angkutan barang menggunakan simulasi jejak kendaraan untuk mengevaluasi kondisi simpang dan putaran balik dengan mengambil contoh studi kasus pada Simpang Arteri Utara, Simpang Kawasan Industri Candi dan Putaran Balik Kawasan Industri Terboyo.Tahapan yang dilakukan adalah menganalisis kinerja simpang eksisting menggunakan Manual Kapasitas Jalan Indonesia 1997 dan mensimulasikan manuver kendaraan rencana pada simpang dan putaran balik eksisting menggunakan simulasi jejak kendaraan. Analisis kinerja simpang akan menghasilkan keluaran berupa nilai derajat kejenuhan yang selanjutnya akan menjadi tolak ukur apakah simpang dapat melayani arus eksisting atau tidak, sedangkan simulasi manuver kendaraan menghasilkan keluaran berupa jejak kendaraan yang menentukan apakah geometrik simpang dan putaran balik mampu melayani manuver kendaraan angkutan barang dengan efisien atau tidak. Setelah dilakukan analisis terhadap kondisi eksisting, dilanjutkan dengan optimasi jika diperlukan, baik dengan melakukan pengaturan ulang fase sinyal lalu lintas maupun dengan perubahan geometrik.Pada hasil analisis kinerja Simpang Arteri Utara, didapat kinerja pendekat selatan 0,94. Geometrik simpang dinilai masih dapat dioptimasi untuk meningkatkan kinerja simpang dalam melayani kendaraan angkutan barang. Optimasi Simpang Arteri Utara dilakukan dengan pengaturan ulang waktu sinyal lalu lintas dan pelebaran jembatan. Pada Simpang Kawasan Industri Candi, didapat DS semua pendekat >0,85. Optimasi yang dapat dilakukan untuk Simpang Kawasan Industri Candi adalah dengan melakukan pelebaran pendekat, penyesuaian median dan mengatur ulang waktu sinyal lalu lintas serta diadakannya larangan belok kanan untuk pendekat timur. Pada Putaran Balik Kawasan Industri Terboyo, putaran balik dinilai tidak mampu melayani kedatangan kendaraan yang diakibatkan oleh geometrik putaran balik tidak dapat melayani manuver kendaraan angkutan barang dengan efisien. Optimasi Putaran Balik Kawasan Industri Terboyo adalah dengan menggunakan jenis putaran balik bundaran dengan diameter bundaran 20 meter dan panjang lajur khusus putaran balik 60 meter. Dengan studi ini, diharapkan adanya studi
ANALISA CAMPURAN BETON DENGAN PERBANDINGAN VOLUME DAN PENGAMATAN KARAKTERISTIK BETON MUTU SEDANG Rahmadianty, Luthfia; Mazaya, Hanina; Purwanto, Djoko; Adi, Rudi Yuniarto
JURNAL KARYA TEKNIK SIPIL Volume 6, Nomor 2, Tahun 2017
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Permasalahan yang umum terjadi pada proyek berskala sedang adalah bagaimana merencanakan komposisi campuran beton agar dapat memenuhi spesifikasi yang telah ditentukan dalam usaha pemenuhan kebutuhan beton dalam volume kecil dengan membuat sendiri campurannya di lokasi pekerjaan (site mix). Pembuatan site mix dilakukan karena banyaknya waktu yang dibuang untuk menunggu hasil mix design dari laboratorium beton dirasa tidak efisien karena suatu proyek memiliki batas waktu pengerjaan. Penelitian ini dilakukan untuk mengatasi permasalahan tersebut dengan output berupa rekomendasi komposisi campuran beton dengan menggunakan perbandingan volume berikut dengan nilai FAS yang dianjurkan untuk menghasilkan beton mutu sedang dengan range mutu beton K250 hingga K300.Penelitian ini menggunakan 9 variasi campuran beton, yaitu dengan perbandingan 1:2:3 dengan FAS 0,5; 0,6; dan 0,7, 1:2:2,5 dengan FAS 0,4; 0,5; dan 0,6, serta 1:1,5:2,5 dengan FAS 0,4; 0,5; dan 0,6, dengan material penyusun beton semen portland Tiga Roda, pasir Muntilan, dan split Gringsing. Benda uji berupa kubus 150 mm x 150 mm x 150 mm. Dari penelitian yang dilakukan, didapatkan hasil komposisi campuran beton yang direkomendasikan untuk menghasilkan beton mutu sedang dengan range K250 hingga K300, untuk material agregat dicuci adalah dengan perbandingan 1:1,5:2,5 dengan FAS antara 0,47 hingga 0,43 dan 1:2:2,5 dengan FAS antara 0,45 hingga 0,41. Sedangkan untuk material agregat tidak dicuci direkomendasikan menggunakan perbandingan 1:1,5:2,5 dengan FAS antara 0,46 hingga 0,4 dan 1:2:2,5 dengan FAS 0,44. Sedangkan Untuk perbandingan 1:2:3 hanya menghasilkan beton mutu kurang dari K200. Perbandingan campuran yang paling ekonomis yang direkomendasikan untuk menghasilkan beton K250-K300 adalah dengan perbandingan 1:2:2,5 dengan FAS antara 0,45 hingga 0,41 dengan agregat memenuhi persyaratan kadar lumpur
ANALISA TATA RUANG PARKIR DAN MANUVER KENDARAAN BERAT ANGKUTAN BARANG PADA JEMBATAN TIMBANG BERDASARKAN PERATURAN PEMERINTAH NOMOR 74 TAHUN 2014 Wardhanto, Arifin Dian; Feriawan, Ilham Chandra; Purwanto, Djoko; Basuki, Kami Hari
JURNAL KARYA TEKNIK SIPIL Volume 5, Nomor 2, Tahun 2016
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Weighbridge is one of facilities used to control the freight transport in Indonesia. This study aims to determine the proper parking configuration that can be applied to every weighbridges in Indonesia, to support The Government Regulation Number 74, 2014. This study uses Tanjung Weighbridge and Toyoga Weighbridge as the location of the focus case. In this study, the main thing to be analyzed are the parking space requirement and the requirement of space for vehicles? movements. The method used to analyze the parking space requirement is the calculation method by using the load inspection data provided by Dishubkominfo Jateng. Whilst the method used to analyze the requirement of space for vehicles? movement is the simulation method, by using Vehicle Tracking software. The result is obtained from the calculations of the parking space requirement, with the result of 3 parking spaces for Medium Truck, 4 parking spaces for Big Truck, and 2 parking spaces for Coupled Truck and Semitrailer at Tanjung Weighbridge. For Toyoga Weighbridges, the required parking spaces are 2 parking spaces for Medium Truck, 4 parking spaces for Big Truck, and 3 parking spaces for Coupled Truck and Semitrailer. The result of the parking layout configuration concludes that those weighbridges don?t have enough available space to accommodate the amount of the required parking spaces, so the area of those weighbridges need expansion, with the land expansion of 1576 m2 for Tanjung Weighbridge and 1682 m2 for Toyoga Weighbridge. After that, by using the result of parking configuration for those two weighbridges, the ideal parking configuration can be configured as the base of parking configuration for every weighbridges in Indonesia. Based on the analysis that we did, Tanjung and Toyoga Weighbridges need area expansion to provide a good parking configuration and also need to improve the infrastructure and human resources in order to support the ability of those weighbridges to match the new government regulation.
ANALISIS PERBANDINGAN ANTARA BIAYA OPERASIONAL KENDARAAN (BOK) DI JALAN ARTERI PRIMER DENGAN RENCANA JALAN TOL RUAS : UNGARAN - SALATIGA Wirayoga, Rendy Augusta; Cipto Saputro, Danang Setiyo; Purwanto, Djoko; Kushardjoko, Wahyudi
JURNAL KARYA TEKNIK SIPIL Volume 2, Nomor 2, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Semarang is one of the big cities, where many centers of economic, political, socio-cultural and educational center. The existence attractive to residents outside of Semarang to travel to Semarang. Most Salatiga?s residents doing trip - roundtrip to the Semarang city. However, the operation conditions of public transportation that led to and leaving  Semarang still not up and there are a few obstacles along the way such as markets, factories and other activities that disrupt the trip. This transport problems will cause a variety of negative effects, such as lost time due to the long trip and the increase in Vehicle Operating Costs (VOC) to existing roads, so that the government develop a national road network in particular in areas of Java such as Trans Java Toll road construction Semarang - Solo segment. The purpose of this evaluation is to analyze the velocity space (space mean speed) and the Vehicle Operating Costs comparison between existing roads and toll roads segment Ungaran - Salatiga. Vehicle Operating Costs (VOC) using the Pacific Consultants International (PCI) formula. Data that obtained from the survey results for the velocity space (space mean speed) toward Ungaran - Salatiga for each vehicle and departure times both morning and afternoon, for the morning bus speeds faster 1.55 km / h of speed during the day is 31.14 km / h; 2 axle trucks during the day faster 4.67 km / h of speed in the morning is 30.76 km / h; as daytime tuk 3 faster 1.37 km / h from speed in the morning is 27.05 km / h; while the direction of Salatiga - Ungaran for the bus in the morning faster 1.21 km / h of speed during the day is 36.36 km / h; 2 axle trucks during the day more fast 3.77 km / h of speed in the morning is 34.29 km / hr; 3 axle truck in the morning faster 3.09 km / h of speed during the day is 26.81 km / h. The average speed for the Toll Road is taken based on a minimum speed of 60 km / h. The results of the comparison vehicle operating cost (VOC), it costs when crossing the Toll road is more economical when compared to the existing road. Where is the economic value of the vehicle in the morning for the bus is more efficient to IDR 37.132,38 (27.19%); 2 axle trucks more efficient IDR 32,802.99 (30.17%); and 3 axle trucks more efficient IDR 22,842.59 (13.58%). While in the afternoon, when crossing the Toll road for the bus will be more efficient IDR 39,564.97 (28.47%); for 2 axle trucks more efficient IDR 26,220.25 (25.67%); while for 3 axle trucks would be more efficient IDR 23,083.17 (13.70%).
MANAJEMEN LALU LINTAS SATU ARAH PADA JALAN PANDANARAN, JALAN MH.THAMRIN, JALAN GAJAH MADA, JALAN DEPOK, DAN JALAN PEMUDA KOTA SEMARANG Kusnanda, Osa Maulwy; Rendry, Putra; Purwanto, Djoko; Yulipriyono, Epf. Eko
JURNAL KARYA TEKNIK SIPIL Volume 2, Nomor 3, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Semarang is the capital of Central Java province having many potential, likes economic, social, cultural, and tourism. In increasing the potential of Semarang, need to be supported with adequate the road transport facilities. In some locations, such as Pandanaran street which has a value degrees of saturation (DS) between 0.79-1.02, MH.Thamrin street with DS 0.78, and Pemuda street with DS 0.85. This indicates that on the roads have high traffic density so that it does not cover the possibility in the coming year can increase returns. The purpose of this study is to identify the performance of intersections and road segments and distribution solutions for efficient traffic management by implementing a one way traffic system. The implementation of one way system is expected to produce the traffic an orderly, smoothly, safe, comfortable, and efficient. The research methodology used is descriptive quantitative. This study was preceded by a preliminary literature review and survey and followed by data collection through traffic counting and related measurements. Analysis of data based on mkji 1997 in order to evaluate the performance of existing road and do an analysis by applying a system of one way system. Based on the analysis of performance of the existing conditions on the roads, there are a few low performing street with DS>0.75, as in Pandanaran street with DS 0.79-1.02, MH.Thamrin street with DS 0.78, and Pemuda street with DS 0.85. In addition, existing conditions analysis of the results obtained with low performing ?simpang? with DS>0.75, is Simpang Gajah Mada/Depok with DS between 1.09-2.17 and Simpang Pandanaran/MH.Thamrin with DS between 0.92-1.66 and some other parameters, such as capacity, average delay, the length of the queue, the number of vehicles lining up, and the cycle time parameter support. Analysis of the results obtained two scenarios plan offered, scenario 1 (Pemuda street, MH.Thamrin street, Pandanaran street, and Gajah Mada street impose one way system) and scenario 2 (Pemuda street, MH.Thamrin street, and Pandanaran street impose one way system, except Gajah Mada street who keep developing two way system). After compared with method scoring, scenario 2 obtain highest score to street and simpang, is 82 and 28, to create value DS in Pandanaran street being declined between 0.09-0.53 and Pemuda street 0.26; as well as Simpang Gajah Mada/Depok between 0.82-0.87.
PERBANDINGAN EVALUASI KINERJA SIMPANG BERSINYAL BERDASARKAN NILAI EKIVAEN MOBIL PENUMPANG (EMP) TERKOREKSI DAN MKJI 1997 (STUDI KASUS: SIMPANG DON BOSCO, KALIWIRU, SEMARANG, JAWA TENGAH) Pertiwi, Nindita Sekar; Hayuningtyas, Pratiwi; Yulipriyono, EPF.Eko; purwanto, Djoko
JURNAL KARYA TEKNIK SIPIL Volume 6, Nomor 2, Tahun 2017
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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MKJI 1997 merupakan pedoman rekayasa lalu lintas yang berkaitan dengan analisis, perencanaan, perancangan, operasi fasilitas dan model manajemen lalu lintas. MKJI 1997 merupakan hasil penelitian secara empiris yang dilaksanakan pada tahun 1991 sampai dengan tahun 1996. Indonesia telah jauh berkembang dalam rentang waktu antara saat ini dengan studi empiris MKJI 1997, sehingga besar kemungkinan beberapa parameter analisis dalam formulasi MKJI 1997 sebagai faktor pembentuk kinerja lalu lintas sudah tidak sesuai dengan karakteristik lalu lintas dan kondisi saat ini. Salah satu faktor tersebut adalah nilai emp (Ekuivalen Mobil Penumpang). Emp merupakan faktor konversi berbagai jenis kendaraan bila dibandingkan dengan mobil penumpang atau kendaraan ringan lainnya. Tujuan dari penelitian ini adalah untuk menganalisis nilai emp pada suatu simpang di Semarang dan melihat apakah nilai tersebut masih relevan dengan ketetapan MKJI 1997, serta mengevaluasi kinerja simpang bersinyal  berdasarkan nilai emp terkoreksi dan MKJI 1997, lalu membandingkannya dengan kondisi langsung di lapangan. Penelitian ini diterapkan pada Simpang Don Bosco, Kaliwiru, Semarang, Jawa Tengah. Hasil analisis menunjukan tidak ada perbedaan yang signifikan antara hasil evaluasi kinerja simpang berdasarkan MKJI 1997 dengan emp terkoreksi dilihat dari panjang antrian dan rasio kendaraan henti, namun hasil kedua evaluasi tersebut berbeda dengan kondisi langsung di lapangan. Dalam meminimalkan perbedaan, rumus umum untuk Panjang Antrian Terkoreksi = Panjang Antrian Hitungan * (1- Faktor Koreksi), faktor koreksi untuk panjang antrian yaitu, untuk DS < 0,4 adalah y = 49067x4  ? 63429x3  + 30347x2  ? 6362,7x + 492,42 dan untuk DS > 0,4 adalah y = 30,88x4 ? 105,49x3 + 128,27x2  ? 64,292x + 11,422. Sedangkan rumus umum koreksi Rasio Kendaraan Henti Terkoreksi = Rasio Kendaraan Henti Hitungan * (1- Faktor Koreksi), faktor koreksi  untuk rasio kendaraan henti adalah sebagai berikut, untuk DS < 0,75 untuk DS > 0,75 adalah y = 1. Berdasarkan hasil penelitian perlu adanya evaluasi geomerti simpang untuk kinerja simpang yang lebih baik, seperti menggunakan median pada masing-masing pendekat, agar menghasilkan nilai emp simpang yang lebih sesuai dengan karakteristik simpang. Kemudian, perlu adanya pengelompokan nilai emp simpang berdasarkan masing-masing karakeristik simpang, agar hasil kinerja simpang menjadi lebih sesuai dengan kondisi lapangan.
ANALISIS KEBUTUHAN RUANG PARKIR TERINTEGRASI UNTUK FIB, FH, DAN FISIP UNDIP KAMPUS TEMBALANG Ferwira, Anda; Widihandoko, Andri; Purwanto, Djoko; Supriyono, Supriyono
JURNAL KARYA TEKNIK SIPIL Volume 2, Nomor 1, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Diponegoro University is a State University in Central Java. FIB, FH, and FISIP is part of some faculty at UNDIP. The layout of the three faculty are close each other. One of the problems from the three faculty is parking space requirements. Although it has provided a parking space (off street parking) in each faculty, but in reality there are many vehicles parked on the roadside (on street parking). This final report aims to evaluate the need of existing parking spaces and planned capacity expansion of existing parking spaces. Methodologies used include: field surveys, problem identification, data collection, test of the validity with chi-square test, data analysis, calculation of SRP needs, arrangement of the old park and planning of new park. The number of the current shortage of parking space requirements for overall three faculty is 91 SRP for cars and 59 SRP for motorcycles. Meanwhile for the development of the next 5 years is 138 SRP for cars and 466 SRP for motorcycles. Development of parking area with the integrated construction for FIB, FH, and FISIP are given alternative. Construction of the integrated parking building is planned 3 floors with total floor area of 5775 m². 1st floor with area of 1925 m² can serve 468 SRP motorcycles and 15 SRP cars. 2nd floor and 3rd floor with the same area is able to serve 62 SRP cars. Based on the analysis of the calculation, planning is considered to have been able to solve the needs of today and the parking spaces for the development of the next 5 years is until 2017. To solving the possibility of the occurrence of on-street parking, the solution is given by the installation of parking prohibition signs around the side of the road.
Co-Authors Achmad Jazidie Alif, Gandhi Amelia Kusuma Indriastuti Amelia Kusuma Indriastuti, Amelia Anda Ferwira Andri Widihandoko Ardina Rahmalia, Ardina Arhamsyah Arhamsyah, Arhamsyah Ari Santoso Arief, Kamal Arifin Dian Wardhanto, Arifin Dian Azka, Nuriyana Wahida Azmi, Fuad Kamal Bagus Hario, Bagus Bambang Pudjianto Baswara, Atyanta Cendikya Candra Bima Sena Bayu Dewantara, Bima Sena Bayu Budi Tri Cahyana, Budi Tri Danang Setiyo Cipto Saputro Diah Kusumawati, Diah Doni Ramadhan, Doni Elfrin P. Hsb. EPF Eko Yulipriyono, EPF Epf. Eko Yulipriyono Fahmi Akmal Hasani, Fahmi Akmal Fajar Himawan Wijanarko Gangsarestu, Muhammad Soleh Handry Khoswanto Hany Ferdinando Hari Agus Sujono Harianto Harianto Haryanto, Christian Andhika Hayuningtyas, Pratiwi Helmy Widyantara Hendra Kusuma Hendro Juwono Hidayat, Mohammad Ferdian Ilham Chandra Feriawan, Ilham Chandra Ismiyati Ismiyati Jeffry Angga J., Jeffry Kami Hari Basuki Kami Hari Basuki Kussanty, Estiana Kusuma, Amelia M.Syaiful Afif, M.Syaiful Marlina Julianti Mauridhi Hery Purnomo Mazaya, Hanina Moh. Bachtiar Mulia Muhammad Rivai Nurhariadi, Fajar Taufiq Nurul Qomariyah Osa Maulwy Kusnanda Pertiwi, Nindita Sekar Prima Setiadita Purbaningtyas, Retno Utami Purwanto Purwanto Puspasari, Sendang Ayu Putra Rendry Putra, Willy Yudha Rahmadianty, Luthfia Ramadhania Ramanasari Rendy Augusta Wirayoga Rinne Nintasari Rivaldi, Irvan Ronny Mardiyanto, Ronny Rudi Yuniarto Adi Ryan Manggala, Ryan Sonny H. Supriyono Supriyono Suryani, Santy Diah Suryawan, Bayu Azwar Syafitri, Dhiah Taufiq, Husen Tri Arief Sardjono Uroidhi, Ali Wahyudi Kushardjoko Wahyuni, Retno Tri Widodo Budiharto YI. Wicaksono Yulipriyono, EPF.Eko