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All Journal Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa Sinergi Prosiding Semnastek Jurnal Rekayasa Sipil dan Lingkungan U Karst Jurnal Ekonika : Jurnal Ekonomi Universitas Kadiri AGREGAT Teknika: Engineering and Sains Journal Kinetik: Game Technology, Information System, Computer Network, Computing, Electronics, and Control Jurnal TAM (Technology Acceptance Model) The Spirit of Society Journal : International Journal of Society Development and Engagement IJEBD (International Journal Of Entrepreneurship And Business Development) IJTI (International Journal Of Transportation And Infrastructure) Jurnal SainHealth Astonjadro International Journal of Supply Chain Management Inscientech: Journal of Industrial, Science and Technology JETL (Journal Of Education, Teaching and Learning) IJEEIT : International Journal of Electrical Engineering and Information Technology IJIEEB : International Journal of Integrated Education, Engineering and Business Proceeding of World Conference Indonesian Journal of Electrical Engineering and Computer Science Janaka : Jurnal Pengabdian Masyarakat CAHAYA tech Nusantara Science and Technology Proceedings Narotama Jurnal Teknik Sipil DEDIKASI PKM Media Komunikasi Dunia Ilmu Sipil (MoDuluS) International Journal of Engineering, Science and Information Technology International Journal Of Computer, Network Security and Information System (IJCONSIST) Journal of International Conference Proceedings INDONESIAN JOURNAL OF URBAN AND ENVIRONMENTAL TECHNOLOGY Seminar Nasional Ilmu Terapan Jurnal Spesialis Teknik Sipil (JSpTS) SENMEA Jurnal TAM (Technology Acceptance Model)
Sri Wiwoho Mudjanarko, Sri Wiwoho
Narotama University
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The Influence of Materials and Natural Constraints on Mobilisation and Timeliness of Road Improvement Projects in Papua Sumardi, Sumardi; Mudjanarko, Sri Wiwoho
THE SPIRIT OF SOCIETY JOURNAL : International Journal of Society Development and Engagement Vol 8 No 2: March 2025
Publisher : LPPM of NAROTAMA UNIVERSITY

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29138/scj.v8i2.3259

Abstract

One of the obstacles to construction work in Papua is the delay in implementation time and one of the causes is due to the inadequate condition of the access road to the work site, limited material transport fleet and roadblocks by indigenous peoples at the project site. This study was conducted to further examine the factors causing delays in the completion of road works in Southwest Papua Province, especially in Sorong district. The problem limitations used in this study only focus on factors that affect the Timeliness of Work Implementation as for these factors include: Materials, Natural Constraints and Mobilisation. This research uses Non Probability Sampling technique, which is a sampling technique that provides equal opportunities for each element of the population to become a sample obtained through distributing questionnaires online via google form. The process for processing data from respondent survey results uses SmartPLS software, which is software used for Structural Equation Modeling (SEM) analysis. Based on the results of the Convergent Validity Test, Discriminant Validity Test, Construct Reability Reliability Test and Direct Effect and Indirect Effect Hypothesis Test, the results show that materials have the strongest influence on mobilisation, which ultimately increases the timeliness of work implementation.
Determination Of Traffic Lights Duration By Identification Of Vehicle Numbers Using IoT Slamet Winardi; Sandi Ifan Maulana; Sri Wiwoho Mudjanarko; Benediktus Anindito
IJCONSIST JOURNALS Vol 1 No 1 (2019): September
Publisher : International Journal of Computer, Network Security and Information System

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (966.367 KB) | DOI: 10.33005/ijconsist.v1i1.5

Abstract

Abstract— This research aimed to reduce the duration of time for quiet roads. Each motorized vehicle installed a WeMos chip as a client that contained each vehicle's license plate data. In the middle of the intersection, WeMos chip was installed as a traffic light controller to determine the duration and connect with cloud internet as a database server. It was installed at a distance of 50 meters as a scanner. It also detected the direction of arrival of motorized vehicles. Then, it would send the data to the cloud. It regulated the duration of the traffic light based on the data received and processed by the database server in each lane at the intersection. Determining the duration of traffic lights was based on sample time of motorcycles and cars, 1 second for motorcycles and 3 seconds for cars. This determination depended on the number of road junctions installed by this system. It was made standard, namely the total duration of time divided by the number of intersections. This time duration would run in a fixed order. If the number of vehicles on each track was as dense, it would skip certain paths. If one of the lanes did not have a vehicle, it would reduce the crowded of motorized vehicles from the other lanes because it would get a green light turn again without waiting for the time from the empty lane. In conclusion, it would be able to break down traffic density by giving priority time duration scale based on the calculation of the number of motorized vehicles by identifying the SSID of the vehicle license plate.
Analisis Faktor Penyebab Waste Besi dan Mitigasi pada Proyek Toll KLBM (Krian Legundi Bunder Manyar) Rizki, Muhammad Alvan; Mudjanarko, Sri Wiwoho; Abdulrahim, Muslimin
Jurnal Spesialis Teknik Sipil (JSpTS) Vol 6 No 1 (2025)
Publisher : Magister Teknik Sipil, Fakultas Teknik, Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30996/jspts.v6i1.131842

Abstract

In general, iron material is a support of structural buildings. Waste iron material is waste that has a high enough value in a construction that is of particular concern in current construction projects. Iron waste material can be defined as material, which does not add value or progress to construction projects. So that more waste can make a loss project. Many factors cause iron material waste in the KLBM Toll project, both internal and external factors. The population of this research is the KLBM Toll Project. Research data obtained through the distribution of questionnaires and interviews with KLBM Toll construction practitioners using Google Form. Data taken from 11 respondents are probability, impact, and mitigation data. Data processing uses Fault Tree Analysis, Expected Monetary Value, and Mitigation Decision. The largest Expected Monetary Value results show the biggest factor causing iron material waste. The results showed the three biggest causes of iron material waste based on the EMV value were the construction had already taken place, the owner made a design change, the planner was less competent, and the iron material was lost / vandalism. The biggest cause category is in terms of design. Mitigation that can be done is to review the design and structural drawings with value engineering, improve communication in design planning, hold regular meetings between the owner and contractor, check material regularly, protect iron material properly for example installing fences in the area of iron stock, and provide additional security like cctv.
Analisis Biaya dan Waktu Pekerjaan Finishing dengan Metode Earned Value di Proyek Gedung Serba Guna Kabupaten Gresik Wahyudi, Muhammad; Oetomo, Wateno; Mudjanarko, Sri Wiwoho
Jurnal Spesialis Teknik Sipil (JSpTS) Vol 6 No 1 (2025)
Publisher : Magister Teknik Sipil, Fakultas Teknik, Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30996/jspts.v6i1.131843

Abstract

Architectural work in a construction project, generally is a non-structural work. However, the implementation can require a long time and a large cost weight. The implementation of finishing work in multi-purpose building construction project of Gresik Regency that was already running and had problems, that is a lot of workers but lack of work progress, so an increase of the cost from budget planned. Therefore it needs to doing research that for get the actual time of project implementation and get Estimate at Completion (EAC). The results is that the actual time of project implementation is not suitable with time of project planning. The project has been to late so there is a decrease in project performance. In the 1st week of project implementation on time, in the 2nd week until the 15th week the project has been to late (schedule overrun). So based on the time of implementation, the project has decreased performance. The total estimated cost can be seen from the Estimate at Completion (EAC) calculation, which is Rp.274,424,152.89.
ANALISIS ABILITY TO PAY DAN WILLINGNESS TO PAY PENGGUNA JASA KERETA API GUBENG – JUANDA (LOKASI KOTA SURABAYA – SIDOARJO) Anugrah, Isnain Alpin; Moetriono, Hary; Mudjanarko, Sri Wiwoho
ASTONJADRO Vol. 7 No. 2 (2018): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v7i2.2278

Abstract

Bandara Juanda adalah Bandara Internasional yang terletak kota di Sidoarjo dengan pergerakan penumpang sebanyak 17.651.183penumpang pada tahun 2016 atau naik 14% dari tahun 2015. Namun Bandara Juanda tersebut belum memiliki akses yang memadai sehingga mengakibatkan sering terjadinya kemacetan pada akses menuju bandara pada jam-jam sibuk. Untuk mengurangi terhambatnya perjalanan menuju bandara maka akan dibangun kereta api. Dalam penetapkan tarif kereta api perlu mengetahui kemampuan membayar (Ability to Pay) dan kemauan membayar (Willingness to Pay) pengguna jasa kereta api. Metode pengumpulan data dengan melakukan survey terhadap penumpang dibandara. Pengukuran kemampuan membayar (Ability To Pay /ATP) menggunakan metode household budget dan kemauan membayar (Willingness To Pay /WTP) menggunakan metode state preference. Hasil penelitian yaitu estimasi rata-rata nilaiATP sebesar Rp. 86.761,- dani rata-rata nilai WTP sebesar Rp. 24.595,- dengan 60% responden bersedia membayar lebih untuk peningkatan keselamatan. 
PEMILIHAN ALTERNATIF PENEMPATAN LOKASI JEMBATAN (Studi Kasus Jembatan Sambaliung – Gunung Tabur Kabupaten Berau) Koespiadi, Koespiadi; Wiwoho Mudjanarko, Sri; Ikhsan Setiawan, Muhamad
ASTONJADRO Vol. 8 No. 1 (2019): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v8i1.2288

Abstract

Jalan dan Jembatan merupakan salah satu infrastruktur pada sistem transportasi yang berfungsi melayani distribusi barang dan orang. Apabila mencermati angka pertumbuhan lalu lintas di Kota Tanjung Redeb yang semakin tinggi dari tahun ketahun diperkirakan kapasitas lahan tidak akan mampu lagi menerima volume lalu lintas sehingga terjadi kemacetan yang semakin parah. Untuk itu perlu dilakukan pembangunan jembatan baru, dimana lokasi jembatan ini dapat mengurangi dan memecahhkan bertumpuknya jaringan jalan pada satu zona saja. Tahap awal dari penelitian ini adalah mengumpulkan data sekunder berupa data jumlah pertambahan penduduk di kabupaten Berau, jumlah pertambahan kendaraan lalul lintas di kabupaten Berau, tata guna lahan dan rencana tata ruang dikawasan kecamatan Berau, kecamatan Sambaliung dan kecamatan Gunung Tabur, dan data jaringan jalan. Data tersebut di pergunakan untuk menentukan wilayah kajian atau daerah dampak, membangun model jaringan jalan serta menentukan langkah kerja lebih lanjut dalam rangka survai-survai lalu lintas primer. Untuk dapat mengetahui dan memahami permasalahan transportasi dan lalu lintas pada daerah penelitian, pada tahap lanjutan, akan melakukan analisis kinerja jaringan jalan. Analisis kinerja jaringan yang di lakukan terdiri atas analisis kinerja ruas jalan. Oleh karena itu dalam analisis kinerja jaringan eksisting ini, parameter yang di gunakan antara lain adalah volume kapasitas (V\C ratio). Sesuai dengan analisa yang telah dilakukan pada masing masing alternatif penempatan jembatan, didapatkan hasil sebagai berikut: kondisi eksisting derajat kejenuhan yang mengalami penurunanpaling besar yaitu pada ruas zona 5 ke zona 1; Kondisi jembatan dilokasi 1, derajat kejenuhan yang mengalami penurunan merata pada semua ruas jalan, hal ini terjadi karena adanya pergerakan lalu lintas dari semua zona lebih merata dan dari zona 5 ke zona 1 pergerakan lalu lintas sama dengan ruas jalan lain; Kondisi jembatan dilokasi 2, derajat kejenuhan yang mengalami penurunan merata pada semua ruas jalan, hal ini terjadi karena adanya pergerakan lalu lintas dari semua zona lebih merata dan dari zona 5 ke zona 1 pergerakan lalu lintas sama dengan ruas jalan lain, kondisi kemacetan masih tertumpuk pada zona 1; Kondisi jembatan dilokasi 3, derajat kejenuhan yang mengalami penurunan merata pada semua ruas jalan, hal ini terjadi karena adanya pergerakan lalu lintas dari semua zona lebih merata dan dari zona 5 ke zona 1 pergerakan lalu lintas sama dengan ruas jalan lain, terjadinya kemacetan tertumpuk pada lokasi Zona 2; Kesimpulan akhir dari alternatif penempatan lokasi jembatan, maka alternatif 1, memberikan pilihan yang terbaik.
ANALISIS ALTERNATIF PEMBIAYAAN PENYEBERANGAN ASDP UJUNG-KAMAL AKIBAT DIBANGUNNYA JEMBATAN SURABAYA-MADURA (SURAMADU) Ganda, Cicilia Fransisca; Moetriono, Hary; Mudjanarko, Sri Wiwoho
ASTONJADRO Vol. 8 No. 2 (2019): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v8i2.2801

Abstract

Indonesia merupakan negara maritim, yaitu negara yang berada dalam wilayah teritorial laut yang sangat luas. Dengan sangat luasnya wilayah Indonesia kegiatan angkutan penumpang atau barang, menjadi sangat penting untuk menghubungi antar pulau, maka dari itu membutuhkan pelabuhan. Pelabuhan Ujung-Kamal yang biasa disebut ASDP Ujung-Kamal, terletak di kota Madura. Pelabuhan ini di masa lampau sangat bermanfaat dan berkinerja baik, namun kini terdapat masalah dalam strategi pembiayaan, dikarenakan kondisi penumpang yang semakin menurun. Hal ini juga berakibat buruk pada kondisi jasa ASDP Ujung Kamal terhadap pendapatan yang semakin kecilnya keuntungan bahkan sampai menimbulkan kerugian. Sehingga metode yang digunakan adalah Metode NPV, Metode Net Present Value (NPV). Dari hasil analisis data didapatkan jumlah untuk biaya-biaya pengeluaran, anggaran pendapatan, Pemerintah memberikan sejumlah uang kepada Badan Usaha, staff, dan tenaga Jasa Penyeberangan Ujung Kamal lainnya berdasarkan sebagian biaya produksi yang telah dikeluarkan per sekali produksi (per sekali jalan) dengan mengurangi anggaran biaya total Rp 445.800.000, NPV (net present value) = Rp 8.916.097,45 dan output total Rp 445.800.000, NPV = Rp 7.302.704.180. Dari situlah dapat diketahui seberapa besar keuntungan/ kerugian yang dialami tiap bulan/ tiap tahunnya di Pelabuhan Penyeberangan tersebut.
ANALISIS KINERJA TRUK PENGANGKUT SAMPAH KOTA DI KECAMATAN BENOWO Anggryawan, Ferry; Mudjanarko, Sri Wiwoho; Wahyuni, Atik; Wasono, Sapto Budi
ASTONJADRO Vol. 9 No. 1 (2020): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v9i1.2883

Abstract

Semakin jauh rute pelayanan dan semakin banyak jumlah ritasi truk maka  semakin besar pula biaya operasional yang harus dikeluarkan. Lokasi penelitian ini di TPA Kecamatan Benowo dengan tujuan mengetahui sistem atau pola pengangkutan sampah serta biaya operasional kendaraan truk pengangkut sampah. Sistem pengangkutan sampah di Kecamatan Benowo menggunakan Hauled Container System (HCS) dan Stationary Container System (SCS).Dengan rata-rata jarak yang di tempuh per hari jenis kendaraan arm roll adalah 52 km/hari sedangkan jenis compactor 56 km/hari dan rata-rata kecepatan yang di tempuh per hari jenis kendaraan yang di tempuh perhari jenis kendaraan arm roll adalah 23 (km/jam)/hari sedangkan jenis compactor 20.5 (km/jam)/hari. Dari penelitian ini didapatkan biaya  Life Cycle Cost pengangkutan sampah /m3 menggunakan Arm roll lebih murah dengan biaya Rp. 18.394,5259/m3 sedangkan menggunakan comfactor Rp. 32.872,497737.281,8. Dari hasil analisis dapat dilihat bahwa nilai efektifitas yang lebih besar adalah sistem HCS dan biaya angkut sampah menggunakan armroll lebih murah dibandingkan dengan comfactor..
GUBENG STATION RAILWAY INFRASTRUCTURE PERFORMANCE ACCORDING TO USER PERCEPTION Sulastri, Dwi; Wahyuni, Atik; Mudjanarko, Sri Wiwoho
ASTONJADRO Vol. 9 No. 2 (2020): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v9i2.3154

Abstract

Gubeng Station is the most populous station of 52 stations that enter the work area of PT KAI Daop 8 Surabaya, with 978,346 train passengers in January 2019, where this number is the highest number of train passengers for 3 years recorded at Gubeng station. Gubeng Station is also very unique, because it is located at a height of 5 meters and has two functionally different sides. The west side building is used for the departure and arrival of economy and express trains, while the east side building is for the departure and arrival of business and executive trains. This functional difference needs to be a study of the provision of infrastructure/facilities available at the Gubeng station whether it meets the minimum train service standards and has provided services/satisfaction and the importance of the existing facilities at the Gubeng station according to the train user perception. The method used is importance performance analysis (IPA) and the conclusion is that satisfaction and importance of the existing facilities at Gubeng station according to the train user perception obtained a satisfaction value of 2.48 which means that they still do not get maximum service and the average value of interest is 4.57 which means that the existing facilities at Gubeng station are needed by train passengers. 
REINFORCED CONCRETE BEAM AND COLUMN PROGRAMMING BASED ON SNI:2847-2019 ON SMARTPHONE USING TEXAS INSTRUMENTS Bagio, Toni Hartono; Baggio, Eugene Yudhistira; Mudjanarko, Sri Wiwoho; Naibaho, Pio Ranap Tua
ASTONJADRO Vol. 10 No. 2 (2021): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v10i2.5101

Abstract

The development of technology in the last few years can not be denied that it has developed very rapidly. In building construction, reinforced concrete beam and columns calculations also utilizing that technology development. Input data used to calculate reinforcement of beam and column are material property, section property and internal forces. Calculation of reinforcement beam using quadratic equation method and reinforcement column using Newton-Raphson method and divided-by-two method.Calculation results are flexural reinforcement As (longitudinal compression area) and As' (longitudinal tension area), shear reinforcement Av (transversal area) and S (distance of  Av), torsional reinforcement Avt (transversal area due to torsional and/or shear), S (distance of Avt), Along (longitudinal area due to torsional buckling), column circular reinforcement Atot (total of longitudinal area), column rectangular two faces reinforcement Atot (total of longitudinal area), column rectangular four faces reinforcement Atot (total of longitudinal area), column biaxial reinforcement Atot (total of longitudinal area).   The program determines As, As' and Atotal, the code is written using the Texas Instruments programming language, so that it can be applied to smartphones. Smartphone and manual calculation, for all cases not more than 5%, the calculation using Texas Instrument is accurate.
Co-Authors Abd Kadir Mahamad Abdulrahim, Muslimin Achmad Zakki Falani Adlan Hakim Ahmad Agata Iwan Candra Agung Sihono Agus Khumaidi Agus Sukoco Agus Sukoco Agus Sukoco Alexander Machicky Mayestino Alfa Izza Ramadhani Alfi, Numan Alie, Mahrus Alie, R.M. Mahrus Alviansyah, M. Khakim Aminuyati Amrullah, Ivan Fadhil Anggryawan, Ferry Ani Wulandari Ani Wulandari Anugrah, Isnain Alpin Arasy Alimudin Ari Sujiartono Arie Indartono Arthur Daniel Limantara, Arthur Daniel Asri, Purwidi Asshiddiqi, Hasbi Atik Wahyuni Aulia Isramaulana Baggio, Eugene Yudhistira Bagio, Toni Hartono Bambang Subiyanto Bayu Saputra Benediktus Anindito Benediktus Anindito Benediktus Anindito Bhanthara, Rangga Budiawati, Ratna Cahyo Darujati Chanangsetya Harta Wijaya Choirul Umam, Choirul Cristian Daud Wibisono Dadang Supriyatno Damara, Bobby Damarta Anugrah Yulmida Dani Harmanto Daniel, Basil David David Daniel, Basil Debi Fariska Dian Asa Utari Dian Jayadi Dianita Wardani Diansanto Prayoga Dunu, Williams Dwi Sulastri Edi Kuncoro Ekki Erlangga Eko Nurmianto Eko Setijadi Elkana Lewi Santoso Emil Adly Fadilah, Eka Fauzie Nursandah Fauzilah Salleh Firdaus Pratama Wiwoho Francisco Xavier Ajano Ribeiro Dacruz Fredy Kurniawan Ganda, Cicilia Fransisca Gredian Galu Sukma Hadi Prasetya Hardian Ningsih Haris Muhammadun Hary Moetriono Hary Moetriono Hendramawat Aski Safarizki Hendro Agus Widodo, Hendro Agus Hendro Sutowijoyo Hermanto Dwiatmoko Hery Lilik Sudarmanto Hidayat, Edy Prasetya I Putu Arta Wibawa I Putu Artaya Ice Trisnawati Ikhsan Setiawan Immah Inayati, Immah Imron Ramdhani Achmad Irwan Mahmudi Irwan Mulyadi Ivan Fadhil Amrullah Joessianto Eko Poetro, Joessianto Eko Joewono Prasetijo Joko Supriono Joko Suyono Joko Suyono Kamisutara, Made Koespiadi Labina, Bagastha Pudji Yurinko Lia Delima M Ikhsan Setiawan M Ikhsan Setiawan M Ikhsan Setiawan M Iksan Setiawan M. Basuki Rahmat M. Ikhsan Setiawan M. Khusni Mubarrok M. Rifqo Hafidzudin Farid Mesakh Yunanto Mochamad Hariadi Mochammad Faisol Moetriono, Hary Moetriono, Hary Moh. Saleh Mohammad Basuki Rahmat, Mohammad Basuki Mohd Fadzil Bin Arshad Mohd Idrus Mohd Masirin Muchayan, Achmad Muhamad Farid Ilyas Muhammad Alvan Rizki Muhammad Alvie Zaimuddin Muhammad Farid Dimjati Lusno Muhammad Hanif Muhammad Ikhsan Setiawan Muhammad Roesli Muhammad Wahyudi Muhan Fahri Irzadi Muslimin Abdulrohim Nabila Nabila Nawir Rasidi Nawir Rasidi Norashikin Abdul Hamid Nurul Lupitasari Oetomo, Wateno Oetomo, Wateno Oksri-Nelfia, Lisa Paikun Pamungkas, Tri Cahyo Adi Pandji Thoha S. Balido Parlindungan, Charlton Pio Ranap Tua Naibaho Pontoh, Enny Merry Prasetijo, Joewono Pratikso Pratikso Prijo Tjahjono Purwanto Purwanto Purworusmiardi, Tubagus Raha Abdul Rahman Rahmat, M. Basuki Rhyans Harkanas Anugerah Wicaksana Riyadlus Sholikhin Rizal Bahaswan ROFIK JALAL ROSYANAFI Ronny Durrotun Nasihien, Ronny Durrotun Rusdianto Sesung Sahat Maruli Sandi Ifan Maulana Sandri Adianto Satriana Fitri Mustika Sari Setiawa, M. Ikhsan Setiawan, Eman Setiawan, Muhammad Ikhsan Setiyoko, Annas Singgih Setya Haksama Sharifah Saon Sigit Winarto Winarto Sindiah Bagus Mahendra Tama Slamet Winardi Sri Awiyaningsih Subagyo, Subagyo Sudapet, I Nyoman Sudarso, Soni Sugiarti Sugiarti Sulastri, Dwi Sumardi . Supeno Mardi Susiki Nugroho, Supeno Mardi Suprayitno Suprayitno Suprayitno Suprayitno Sutrisno, Andrias Eko Adi Suyono, Joko Syadza Syahrah Shedyta Syahrania Naura Shedysni Syaiful . Syaiful Syaiful Talaksoru, Alfred Sanny Tjahjaning Tingastuti Surjosuseno Tresna Maulana Fahrudin Triantoni Triantoni Tubagus Purworusmiardi Wasono, Sapto Budi Wateno Oetomo Zoya Aurora Putri Sulaiman Zulaicha Parastuty