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All Journal International Journal of Renewable Energy Development Jurnal Teknik Sipil Yustisia JURNAL PENDIDIKAN TAMBUSAI Jurnal Riset Rekayasa Sipil Budimas : Jurnal Pengabdian Masyarakat Jurnal Pembelajaran Pemberdayaan Masyarakat (JP2M) Journal La Multiapp Multidiciplinary Output Research for Actual and International Issue (Morfai Journal) Matriks Teknik Sipil Jurnal Riset Rumpun Ilmu Teknik (JURRITEK) Cerdika: Jurnal Ilmiah Indonesia Kohesi: Jurnal Sains dan Teknologi Jurnal Jalan Jembatan Sustainable Civil Building Management and Engineering Journal Jurnal Intelek Dan Cendikiawan Nusantara Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Venus: Jurnal Publikasi Rumpun Ilmu Teknik Journal of Engineering and Technological Science
Ary Setyawan
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THE USE OF PAVEMENT CONDITION INDEX (PCI) AS THE CONSIDERATION OF REHABILITATION PRIORITY M Akash, Faraj Muftah; Setyawan, Ary; Suprapto, Mamok
Jurnal Teknik Sipil Vol 2, No 1 (2014): Jurnal Teknik Sipil
Publisher : Jurnal Teknik Sipil

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Abstract

AbstractHighway is one infrastructure that will accelerate an area’s growth and development and will open social, economic and cultural relationship cros areas Land road is the society vital need in undertaking daily activity therefore the road that can provide good service is very desirable. But, this infrastructure is frequently damaged.this research  conducted  in Tentara pelajar Street of Surakarta with length of 2,200 km aims to assess the road condition using Pavement Condition Index (PCI) method by dividing road into several segments in 50 m interval. Then, each segment of road was observed  and measured to identify  the type of damage existing and was assessed according to PCI method. From the result  of  observation several  damages  were  obtained including alligator cracking, bleeding block  cracking, corrugation, longitudinal and transverse cracking, patching and utility cut patching, potholes, Bleeding, Rutting. This damage only and the repair was done based on the type of damage existing in this road, road improvement was done using Component Analysis Method. The hardening material used was LASTON and then necessary expense budget was also estimated the cost of the necessary repairs and improvement in street in Tentara Pelajar 2013 was Rp. 2.066.094.000,00 Planning additional pavement thickness (Overlay) with component analysis methode using Ms.744 Laston obtained (9.5) cm thickness.     Keywords: Pavement Condition Index , Budget plane
DESING AND PROPERTIES OF SPLIT MASTIC ASPHALT MODIFY WITH BAGASSE ASH Lhwaint, Abdallh; Setyawan, Ary; Astuti, Winny
Jurnal Teknik Sipil Vol 3, No 1 (2015): Jurnal Teknik Sipil
Publisher : Jurnal Teknik Sipil

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Abstract

AbstractGo green campaign is one of ways to save the earth from garbage. Thiscampaign not only suggestsrecycling and reducing but also reusing the garbage. In line with the go green campaign, the aim of this study is to achieve the viability of using Bagasse Ash (BA) as additive material in hot mix Split Mastic Asphalt (SMA) with certain comparison which is expected to improve the quality of SMA. This research was conducted by using experiment research design in comparison among the three types of (without BA and with BA)properties of the hot SMA toward the Marshall properties (stability, flow, Marshall Quotient (MQ), Void In Total Mix (VITM), Void Filled Without Asphalt (VFWA),and Air Void to get Optimum Bitumen Content ,Indirect Tensile Strength (ITS) at different temperature (20oC,40oC,60oC) and Unconfined compressive at same temperature room at 27oC but different percentage of BA (3%,4% ,5%). The results of this research are as follows: 1) the properties of the hot mix SMA toward the Marshall properties are: The stability value of SMA with BA is higher than SMA withoutBA by 3%; The flow value of SMA with BA is lower than SMA without BA by 5.5%; The Marshall Quotient value of SMA with BA is higher than SMA without BA by 5%; TheAir void value of SMA withBA is lower than SMA without BA by 3%; The VFWA value of SMA with Bagasse Ash is higher than SMA without BA by 75.87%; The Air Void value of SMA with BA is lower than SMA without BA by 2%.In terms of ITS value, the value of ITS is high when BA is combined with low temperature; but when the temperature is increased, the value of ITS decreases. Moreover, in terms of UCS, the value of UCS of BA mixture is higher than SMA and higher than normal mixture at normal temperature. The recommendation of this research is that a certain percentage of air voids is necessary in all dense-graded mixes to prevent the pavement from flushing, shoving, and rutting. Air voids may be increased or decreased by lowering or raising the binder content. They may also be increased or decreased by controlling the amount of material passing the No. 200 sieve in the HMA. The more fines added to the HMA generally the lower the air voids. The air voids may be changed by varying the aggregate gradation in the HMA.Keywords: Bagasse Ash, Split Mastic Asphalt, ITS, UCS
THE STRENGTH AND STIFFNESS MODULUS OF THIN LAYER HOT MIX ASPHALT CONCRETE AT VARIOUS TEMPERATURE Elshawesh, Abdulhakim Mustafa; Setyawan, Ary; As’ad, Sholihin
Jurnal Teknik Sipil Vol 2, No 2 (2014): Jurnal Teknik Sipil
Publisher : Jurnal Teknik Sipil

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Abstract

AbstractStiffness modulus of asphalt concrete mixture is one of the most important parameters for the flexible pavement design that is very susceptible from temperature and time loading. The stiffness modulus here may be defined as a measure of the load spreading ability of material. The stiffness of asphalt mixture can be measured through various laboratory researches and empirical methods. Various laboratory researches have been employed to measure this property of asphalt such as indirect tensile modulus test, ITSM.The aims of this research were to achieve the viability of using asphalt 60/70 pen with different temperature on strength and stiffness modulus on thin layer HMA (4 cm) compared to Asphalt Concrete Wearing Course (6.8 cm). The other purpose is to get to know the effect of the using thin layer HMA (4 cm) in different climate region. All of the asphalt concrete mixtures of thin layer HMA and AC-WC which were used in this research based on Marshall Mix design according to Indonesian standard (Bina Marga 2010). The laboratories tests which have been conducted in this research were: indirect tensile strength (ITS), unconfined compressive strength (UCS) and indirect tensile stiffness modulus (ITSM) at temperature 10°C, 20°C, 40°C and 60°C.In comparison with the results of indirect tensile strength test, indirect tensile stiffness modulus test and unconfined compressive strength test, it is noticed that the strength and stiffness modulus of thin layer hot mix asphalt was affected by the temperature which the temperature degree might increase to decrease or the way around. From the results of ITSM test for HMA and AC-WC showed that starting from the temperature 20°C to 60°C there is no significant value of stiffness behavior at them. However, there is slight different value at temperature 10°C mixture respectively. Keywords: Thin layer, AC-WC , Asphalt 60/70 pen, ITS test, UCS test & ITSM test @ (10 ºC , 20 ºC , 40 ºC , 60 ºC).
Thermodynamic Study of Palm Kernel Shell Gasification for Aggregate Heating in an Asphalt Mixing Plant Putro, Firman Asto; Pranolo, Sunu Herwi; Waluyo, Joko; Setyawan, Ary
International Journal of Renewable Energy Development Vol 9, No 2 (2020): July 2020
Publisher : Center of Biomass & Renewable Energy, Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/ijred.9.2.311-317

Abstract

This study evaluated thermodynamically the performance of conversion of palm kernel shells into combustible gas through gasification technology for aggregate heating in a hot-mixed asphalt production plant by developing a thermodynamic model using licensed Aspen Plus v.11 software. The effects of the equivalence ratio (ER) in the gasification process and the amount of combustion air to combustible gas to attain the required aggregate temperature were investigated. The thermodynamic model showed a good agreement with the experimental results based H2 and CO contain in producer gas which provided by maximum root mean square errors value of 8.82 and 6.42 respectively. Gasification of 30–35 kg of palm kernel shells in a fixed-bed gasifier reactor using air as a gasifying agent at an ER of 0.325–0.350 generated gaseous fuel for heating 1 ton of aggregate to a temperature of 180–200°C with combustion excess air 10%–20%. 
Optimasi Waktu dan Biaya dengan Metode Time Cost Trade Off pada Pekerjaan Pipa Jaringan Distribusi Utama Dagen – Plesungan (Studi Kasus: Proyek Spam Wosusokas Segmen 4) Dyah Ratih Kusumastuti; Setyawan, Ary; Setiono, Setiono
Sustainable Civil Building Management and Engineering Journal Vol. 1 No. 3 (2024): July
Publisher : Indonesian Journal Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47134/scbmej.v1i3.2769

Abstract

Keberhasilan suatu proyek konstruksi ditentukan oleh mutu, biaya dan juga durasi proyek. Perhitungan yang salah pada salah satu aspek tersebut dapat menyebabkan kerugian. Maka, diperlukan pengendalian proyek yang tepat supaya proyek dapat berjalan dengan lancar dan tepat waktu. Salah satu upaya untuk mengatasi masalah tersebut yaitu dengan dilakukannya optimasi waktu dan biaya atau yang disebut crashing. Pada penelitian ini akan dilakukan optimasi waktu dan biaya proyek dengan metode Time Cost Trade Off dengan bantuan aplikasi Primavera P6. Skenario yang digunakan ada 6, yaitu penambahan jam kerja (lembur) 1 jam kerja hingga 4 jam kerja dan penambahan tenaga kerja 1 pekerja hingga 2 pekerja. Hasil optimasi yang dilakukan pada penelitian ini yaitu pada skenario 1 (penambahan 1 jam kerja) adalah 390 hari dengan biaya Rp71.651.956.512,45 dan lebih cepat 31 hari dari durasi normal 421 hari dan penurunan biaya dari biaya normal senilai Rp 71.840.063.197,01, pada skenario 2 (penambahan 2 jam kerja) adalah 363 hari dengan biaya Rp71.499.850.238,61, pada skenario 3 (penambahan 3 jam kerja) adalah 340 hari dengan biaya Rp71.370.287.273,16, pada skenario 4 (penambahan 4 jam kerja) adalah 324 hari dengan biaya Rp71.287.367.745,46, pada skenario 5 (penambahan 1 pekerja) adalah 339 hari dengan biaya Rp71.327.806.536,75, serta pada skenario 6 (penambahan 2 pekerja) adalah 311 hari dengan biaya Rp71.120.938.849,58. Skenario yang paling efisien yaitu dengan menggunakan skenario 6 yaitu penambahan tenaga kerja sebanyak dua pekerja karena mengurai durasi keseluruhan sebesar 110 hari dengan penurunan biaya sebesar Rp719.124.347,42.
Implementation Of Value Engineering Using Analytical Hierarchy Process (Ahp) (Case Study: Flyover Construction Project Of Jpl 64 Km 38+897 Across Surabaya – Solo) Naufal Akbar Muzaky; Fajar Sri Handayani; Ary Setyawan
Sustainable Civil Building Management and Engineering Journal Vol. 1 No. 4 (2024): October
Publisher : Indonesian Journal Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47134/scbmej.v1i4.3077

Abstract

The development of infrastructure development in Indonesia is being intensively carried out by the government to meet the needs of the community. Infrastructure development is often faced with various obstacles that can disrupt the project. To ensure the sustainability of the project, it is necessary to apply Value Engineering to identify opportunities for cost savings and solve problems so as to get maximum value without reducing project quality. The purpose of the research is to analyze the structure, determine the alternative, types and construction methods chosen to make the project cost efficient. Value Engineering is applied to the foundation and deck slab work of the Fly Over Replacement Construction Project JPL 64 Km 38-897 Lintas Surabaya-Solo using the AHP method with the help of expert choice. Based on the results of the Value Engineering analysis, an alternative bore pile d-120 foundation was obtained in the foundation work and a change in the cantilever elbow support method in the deck slab work. The cost efficiency results obtained after Value Engineering amounted to Rp15,108,214,225 or 10%.
Time and Cost Optimization Analysis of Reservoir Building Work in Wosusokas Regional SPAM Project using Time Cost Trade Off Method Maharani, Devita Putri; Setyawan, Ary; Setiono, Setiono
Sustainable Civil Building Management and Engineering Journal Vol. 1 No. 4 (2024): October
Publisher : Indonesian Journal Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47134/scbmej.v1i4.3134

Abstract

Cost and time optimization is an important aspect of project management that aims to achieve optimal efficiency in the use of resources. Time Cost Trade Off (TCTO) method is often used to manage the relationship between time and cost in project completion. This research analyzes cost and time op-timization on construction projects using Primavera P6 software. In optimi-zation with the addition of working hours, 4 alternatives were carried out, namely the addition of 1 hour, 2 hours, 3 hours, and 4 hours of work, the re-sults obtained were a shorter duration but the total cost was getting bigger. Whereas in the alternative of adding workers as many as 1 worker and 2 workers, the optimization results obtained a shorter duration and a reduced total cost. Thus, the TCTO method and the use of Primavera P6 proved ef-fective in identifying the most efficient optimization strategy to achieve pro-ject success on time and within budget.
PENGARUH PEMBANGUNAN TOL SOLO-YOGYA TERHADAP KINERJA SIMPANG BERSINYAL Hermani, Wahyuningsih Tri; Setyawan, Ary; Yulianto, Budi; Hanung Triyono, AR.
Jurnal Jalan Jembatan Vol 41 No 1 (2024)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58499/jatan.v41i1.1197

Abstract

The construction of the Solo-Yogyakarta toll road is part of the National Strategic Project. At the construction stage, toll road infrastructure needs to assess the impact of traffic on surrounding roads and intersections, considering the many security and safety problems. Road performance evaluation is critical to overcome traffic problems that may arise during toll road operations in the future. This research aims to calculate traffic performance at signalized intersections, which are influenced by the construction of the Solo-Yogya toll road. The locations studied were four signalized intersections on the Solo-Yogya toll road using primary data on the number of vehicles, travel time, and vehicle speed. The performance of signalized intersections is calculated using the 2023 Indonesian Road Capacity Guidelines, while the distribution of future movements is carried out using JICA STRADA Software and the Gravity model with applicable toll road rates. The traffic growth is 5.6% per year, according to data on the number of vehicles in Jawa Tengah Dalam Angka. The performance of signalized intersections after constructing the Solo-Yogya toll road in 2022 has an average Volume Capacity Ratio (VCR) value of 0.78. In 2046, it will be 1.47. At intersection-3 Bangak Barat and intersection-4 Condong Catur, building an Interchange before 2032 is recommended. The recommendation is to reduce vehicle delays, as in 2032, the VCR value will be more than 0.8. The study gives insight into the combined methods of forecasting traffic growth on signalized intersections near freeways. Keywords: traffic performance, JICA STRADA, gravity model, signalized intersection capacity, APILL
ANALISIS RISIKO PELAKSANAAN PEMBANGUNAN PADA PROYEK KONSTRUKSI POLITEKNIK MARITIM NEGERI INDONESIA Muhammad Wildan Ma’arif; Ary Setyawan; Koosdaryani Soeryodarundio
Kohesi: Jurnal Sains dan Teknologi Vol. 5 No. 6 (2024): Kohesi: Jurnal Sains dan Teknologi
Publisher : CV SWA Anugerah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.3785/kohesi.v5i6.8177

Abstract

Pelaksanaan proyek konstruksi selalu dihadapkan dengan berbagai risiko yang dapat mengganggu waktu, biaya, dan mutu dalam pelaksanaan proyek. Risiko dapat timbul pada setiap kegiatan atau pekerjaan dalam proyek konstruksi, akan tetapi tingkat risiko dalam setiap pekerjaan sangat bervariasi. Maka diperlukan manajemen risiko untuk mengurangi dampak yang merugikan dalam mencapai tujuan proyek. Tujuan dari penelitian ini adalah untuk menentukan risiko yang paling berpengaruh terhadap waktu, biaya, dan mutu pada proyek pembangunan kampus baru Polimarin, serta mengidentifikasi strategi untuk mengurangi risiko yang terjadi. Penelitian ini dilakukan dengan cara survey menggunakan kuisioner terhadap 36 responden. Metode analisis dimulai dari identifikasi variabel risiko berdasarkan studi literatur. Selanjutnya dilakukan uji relevansi variabel risiko menggunakan Skala Guttman. analisis variabel risiko dengan metode severity indeks, analisis tingkat risiko menggunakan tabel matriks probabilitas dan dampak, dan yang terakhir menentukan respon risiko yang tepat terhadap variabel risiko yang dominan. Hasil Penelitian menunjukkan bahwa (1) Didapatkan 3 variabel risiko dominan terhadap aspek waktu, 2 variabel risiko dominan terhadap aspek biaya, dan 4 variabel risiko dominan terhadap aspek mutu, (2) Didapatkan 9 strategi penanganan risiko yang dapat dilakukan kontraktor terhadap variabel-variabel risiko yang telah dianalisis.
Analisis Akar Masalah Keterlambatan Pengerjaan pada Proyek Konstruksi Politeknik Maritim Negeri Indonesia Naufal Iman Adzhan; Ary Setyawan; Koosdaryani Soeryodarundio
Venus: Jurnal Publikasi Rumpun Ilmu Teknik  Vol. 2 No. 6 (2024): Desember : Venus: Jurnal Publikasi Rumpun Ilmu Teknik
Publisher : Asosiasi Riset Ilmu Teknik Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.61132/venus.v2i6.647

Abstract

The construction industry in Indonesia is growing rapidly, playing a crucial role in the country's economic, political, and social development. However, alongside this rapid growth, issues such as project delays are inevitable. The construction project of the Indonesian Maritime Polytechnic, for instance, has experienced significant delays, which can lead to increased costs, waste of human resources, and disputes among the involved parties. Understanding the primary causes of these delays is essential for developing effective strategies to avoid future delays. This analysis uses both qualitative and quantitative methods to identify the root causes of delays. Data was collected through surveys of respondents involved in the project, including project managers, field staff, and consultants. The analyzed causes of delays include insufficient funding, increases in raw material costs, additional costs, contract document errors, poor communication, and slow decision-making. To minimize delays and their impacts, several recommendations can be made: effective strategic planning, improved communication, increased staff, accurate initial cost estimates, and good management. By implementing these recommendations, the Indonesian Maritime Polytechnic construction project can be completed more effectively and efficiently, and future delays can be avoided.
Co-Authors A.A. Ketut Agung Cahyawan W Abdallh Lhwaint, Abdallh Abdulhakim Mustafa Elshawesh Abdurrohim, Yahya Aditya Martien Nugroho Aditya Permana Aditya Permana Aditya Permana Agus Rianto AGUS SUMARSONO Agus Wahyudi Ahmad Alhashmi Salam Abuseta Ahmad Baihaqi Ahsan Musthafa Shidiq Akhmad, Amirudin Aloysius Ardy Widya Pradana Amirudin Akhmad Anang Prasetyo Andrean, Regi Andriani, Rizki Mega Andyas Nur Wicaksono Annissa Latifaturrohmah Ardhyanto, Dhani Aredha Putra, Himawan Nur Arif Budiarto Arifin, Muhammad Adam Arya Surya Baskara Asep Yudha Wirajaya Baihaqi, Ahmad Baktiar Widhianto Bambang Setiawan Bhayangkara, Anugraha Hari Bima Wirawan Budi Utomo Budi Widhiharjo Budi Yulianto Claudia, Gabriella Angelisa Daryanto Ari Prabowo Dewi Ismoyowati, Dewi Dewi Widowati Diar Kurnia Sari Dicky Faisal Djoko Sarwono Djoko Sarwono Djumari Djumari Djumari Djumari Dyah Ratih Kusumastuti Edo Rizkiawan Efazeta Fazafaza Eka Nugraha, Sadu Januar Emha, Fieza Abraham Fadholah, Rusdi Faisal, Dicky Fajar Sri Handayani Fajar Srihandayani Fakhri Muhammad Fakhri Muhammad, Fakhri Faraj Muftah M Akash Fariza, Muhammad Febrianto, Nugroho Febriayani, Ory Fieza Abraham Emha Florentina Pungky Pramesti Fouad M. Ali Bin Ghasheir Fouad M. Ali Bin Ghasheir, Fouad Gabriel Kusumo Hendrianto Galih Fajar Sujatmiko Hafid Riyan Purnomo Hamduna, Sausan Ismu Handayani, Fajar Sri Hanung Triyono, AR. Hendrianto, Gabriel Kusumo Hery Widijanto Hidayat, Haris Himawan Nur Aredha Putra Ibnu Setiadi Indra Iskandar Indradewa Andrianto Putra Irfansyah, Permana Adi Irvan Kusdiantoro Iskandar, Indra Islamia, Adellona Merry Isna Aulia Adzani Isna Aulia Salsabila Ivan Fadhila Izzudin Izzudin Jamhari Jamhari Jolis Nainggolan Junaidi Junaidi Kinanti, Arrum Koosdaryani Soeryodarundio Kurnia W., Alif Kurniawati, Adji Retno Kusno Adi Sambowo Kusno Adi Sambowo Kusumaningtyas, Asteria Nadhia Labib, Naufal Makarim Legowo, Slamet Jauhari Legowo, Slamet Jauhari Leny Noviani Maenkar, Verry Mafruhah, Izza Maharani, Devita Putri Maharani, Sita Maharani Mahardhika Yusuf Maharyono, Prima Anugerah Mamok Suprapto Manuel Simeon Marpaung Marpaung, Manuel Simeon Maulana Andhika Pratama Ilyas Michael Michael Miftahul Janah Mohammed A. A. Almahdi, Mohammed Mohammed Almahdi Mohmed Alshekh A. M. Hmade1, Mohmed Alshekh Muhammad Ardian, Muhammad Muhammad Caesayuda Wijaya Muhammad Fachri Nasution Muhammad Ilham Nur Fauzan Muhammad Isya Muhammad Wildan Ma’arif Mutia Ramadani Hidayah Nabilah, Veren Nurlin Nailina Safira Cinta Karinova Nandiwardhana, Dionisius Pramudita Nasution, Muhammad Fachri Naufal Akbar Muzaky Naufal Iman Adzhan Naufal Makarim Labib Niken Silmi Surjandari Nugraheni, Novia Ayu Nugraheni, Novia Ayu Nugroho Febrianto Nugroho, Aditya Martien Nurul Istiqomah Omar Muhamed Kabbash Omar Muhamed Kabbash1, Omar Muhamed P.Wulan, Cahya Esther Pakpahan, Friska Herlina Perdana, Dian Noor Citra Permana Adi Irfansyah Pillai, Salu S. Pinasthi Nugroho Prabowo, Daryanto Ari Pramesti, Florentina Pungky Pramesti, Florentina Pungky Pramesti, Pungky Pramono, Pilang Maharani Pranolo, Sunu Herwi Prasetyo, Handy Pratama Ilyas, Maulana Andhika Pratama, Daniel Aviyanto Pratama, Wahyu Sanjaya Pratiwi, Sekar Arum Pratomo, Eko Putro Pratomo, Eko Putro Pungky Pramesti Purnomo, Hafid Riyan Putro, Firman Asto Raditya Dwi Anggara Ramadhana, Muhammad Regi Andrean Risal Rayhan Farihat Rizki Mega Andriani Rizkianto, Tito Rizkiawan, Edo Rochim, Rochim Rochmadi, Andi Rusadi, Indra Putra Rusadi, Indra Putra Rusdi Fadholah Ryan Kurniawan Ryan Kurniawan S, Setiono Safe'i, Kholid Ma'sum Santara, Satria Lima SANUSI SANUSI Sanusi Sanusi Sari, Diar Kurnia Sari, Fitria Munita Sari, Fitria Munita Sarjiyanto Satria Lima Santara SATRIYAS ILYAS Setiadi, Ibnu Setiono Setiono Setyowati, Sutari Setyowati, Sutari Shidiq, Ahsan Musthafa Sholihin As’ad Sistra, Mawid Dwi Slamet Jauhari Legowo Sobriyah Sobriyah Soniel Zai, Aroman Karsensyah Sri Widyastuti St Marisa Haq Stefanus Adi Kristiawan Sudarsana Sudiyono Sudiyono Sugiyarto Sugiyarto Sugiyarto Sugiyarto Sujatmiko, Galih Fajar Sukmana, Salvatore Sumarsono, Agus Sumarsono, Agus Supriadi, Andy Supriadi, Andy Suryoaji, Yusuf Suryoto Suryoto Syafina Anindiyasari Syukriyya Zuhrotul Endang Purwaningsih Thathit Bimo Luhung, Thathit Bimo Tito Rizkianto Tora K., W. Alpha Tuhana Verry Maenkar Wahyuningsih Tri Hermani, Wahyuningsih Tri Wibowo Wibowo Wibowo, Wibowo - Wicaksono, Andyas Nur Wicaksono, Anjar Wido Widhianto, Baktiar Widhiharjo, Budi Widya Pradana, Aloysius Ardy Wijaya, Muhammad Caesayuda Winny Astuti Wiranto, Edi Wiranto, Edi Wirawan, Bima Yahya Abdurrohim Yhudianto, Bondan Yhudianto, Bondan Yudhi Prasetyo, Rhobertus Mahadi Yudhi Prasetyo, Rhobertus Mahadi Yudi Rinanto Yusep Purwana Muslih Yusuf Suryoaji Yusuf, Mahardhika Zulianto, Yusuf Zulianto, Yusuf ⁠Arifin Irkham Wibawa ⁠Rifqi Afifan