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All Journal International Journal of Renewable Energy Development Jurnal Teknik Sipil BENTANG : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil JURNAL PENDIDIKAN TAMBUSAI Journal La Multiapp Matriks Teknik Sipil Kohesi: Jurnal Sains dan Teknologi Jurnal Jalan Jembatan Sustainable Civil Building Management and Engineering Journal Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil Venus: Jurnal Publikasi Rumpun Ilmu Teknik
Ary Setyawan
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Aerospace Engineering Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Decision Sciences, Operations Research & Management Education Electrical & Electronics Engineering Energy Engineering Materials Science & Nanotechnology Social Sciences Transportation Other

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EVALUASI PENGGUNAAN AGREGAT EX SUMLILI SEBAGAI MATERIAL LAPIS PONDASI ATAS TERHADAP KERUSAKAN JALAN STRATEGIS NASIONAL / JALUR 40 Setyawan, Ary; Syafii, Syafii
Jurnal Teknik Sipil Vol 1, No 1 (2013): Jurnal Teknik Sipil
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Jalan raya merupakan prasarana transportasi darat yang sangat pentingoleh karena itu kestabilan dari konstuksi jalan bergantung pada sejauh manaperencanaan atau desain dari tipe konstruksi tersebut. Jalan Strategis Nasional /jalur 40 sudah mengalami kerusakan pada lapis pondasi atas pada konstruksiperkerasan ,segmen Sp Tabun – Sp Sikumana dengan panjang 5,200 km denganlebar jalan 4,50 m. Tujuan penelitian ini adalah untuk mengetahui nilai kondisipermukaan perkerasan, penyebab terjadinya kerusakan perkerasan jalan,mengevaluasi kegiatan pemeliharaan yang telah dilaksanakan sebelumnya danmemberikan rekomendasi penyelesaian masalah tersebut.Tahapan penelitian ini meliputi penentuan kondisi perkerasan, Analisakondisi perkerasan jalan dilakukan dengan metode PCI, alternatif perbaikanuntuk lapis pondasi atas (Agregat ’A’) menggunakan material yang sama atauperlukah diganti dengan material yang lain.Hasil analisa PCI pada km.5 + 200 – 10 + 400 diperoleh nilai rata-ratasebesar 21,09 dan termasuk dalam klasifikasi Very poor atau sangat buruksehingga perlu segera dilakukan perbaikan, dan dari hasil pengujianlaboraturium jenis material pada Lapis Pondasi Atas (Agregat ’A’) yang lamaharus diganti dengan marerial lapis pondasi yang baru, berdasarkan hasilpengujian laboraturium material yang dapat digunakan untuk Lapis Pondasi Atas(Agregat ’A’) yaitu untuk batu pecahnya dari quari Ex Sumlili dan materilal tanahputih dari quari Ex Manulai. Setelah dilakukan perbaikan pada Lapis Pondasi atasdengan dua material yang berbeda maka dapat di ketehui nilai rata – rata PCIsetelah perbaikan sebesar 99,64 dan termasuk dalam klasifikasi Excellent atausempurna dalam kategori mantap.Kata kunci : kerusakan perkerasan jalan, nilai PCI , bahan pengganti lapispondasi atas agregat ’A’
KONDISI KEMANTAPAN JALAN BERDASARKAN BEBAN LALU LINTAS DAN KETERSEDIAAN DANA PENANGANAN Wahyuningsih, Wahyuningsih; Setyawan, Ary
Jurnal Teknik Sipil Vol 1, No 1 (2013): Jurnal Teknik Sipil
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Satuan Kerja Non Vertikal Tertentu (SNVT) Wilayah II Provinsi Jawa Tengah adalah instansi yang menangani jalan strategisnasional Provinsi Jawa Tengah yang mempunyai daya saing tinggi dalam keselamatan dan keamanan. Penelitian ini bertujuanuntuk mengetahui kondisi jalan, besar beban yang terjadi pada jalan, hubungan antara pertumbuhan lalu lintas dengankondisi jalan serta kebijakan Bina Marga dalam mengatur ketersediaan dana untuk pencapaian kondisi jalan mantap.Jenis penelitian ini diskriptif yaitu dengan melakukan perbandingan data kondisi permukaan jalan menggunakan NAASRARoughness-meter untuk menganalisa peningkatan/penurunan kondisi jalan antara Tahun 2008–2013. Beban lalu lintas jalandihitung dari data lalu lintas harian rata-rata (LHR). Regulasi kebijakan Bina Marga untuk penentuan prioritas penangananjalan berdasarkan ketersediaan dana, kertas kerja RKA-KL dan rincian pekerjaan Tahun 2008-2013..Kondisi jalan mantap meningkat dari Tahun 2008 sebesar 78,23% menjadi 97,0% pada Tahun 2013 dengan kecenderunganyaitu y= 139,87*0,01^(1/x). IRI menurun dari Tahun 2008 sebesar 5,66 menjadi 3,91 pada Tahun 2013 dengankecenderungan yaitu y= 1,847*e^(9,136/x). Beban jalan yang terjadi berdasarkan kondisi riil di lapangan Tahun 2008mencapai 484.631 standard axel meningkat pada Tahun 2013 menjadi 661.575 standard axel dengan kecenderungan yaitu y=274,82e^(0,069x). Pertumbuhan lalu lintas meningkat rata-rata 1,07% per tahun. Ketersediaan dana meningkat dari Tahun2008 sebesar Rp 185.059.648.000,00 menjadi Rp 471.865.926.000,00 pada Tahun 2013. Kecenderungan kemantapan jalanterhadap penyerapan dana yaitu y= 69,96*1,0^x.Kata kunci: roughness, jalan, pemeliharaan, kebijakan.
Pengaruh Kerusakan Jalan Terhadap Emisi Gas Buang Kendaraan Bermotor (Studi Kasus: Jalan Kartosuro- Klaten) Kusdiantoro, Irvan; Setyawan, Ary
Jurnal Teknik Sipil Vol 2, No 2 (2014): Jurnal Teknik Sipil
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Kerusakan jalan yang terjadi di beberapa ruas jalan menimbulkan kerugian yang sungguh besar terutama bagi pengguna jalan seperti waktu tempuh yang lama, kemacetan, kecelakaan, dan lain-lain. Selain itu kendaraan yang melaju dalam kecepatan lambat memancarkan emisi yang lebih besar, dan emisi yang besar berpengaruh pada kesehatan manusia. Penelitian ini mengkaji seberapa besar pengaruh kerusakan jalan terhadap kecepatan kendaraan dan selanjutnya berpengaruh pada emisi kendaraan bermotor. Tahapan penelitian ini meliputi penilaian kondisi perkerasan yaitu dengan metode PCI, kemudian dari hasil penilaian kondisi perkerasan dipilih enam lokasi dengan kondisi perkerasan yang berbeda (excellent, very good, good, fair, poor, very poor) dan dihitung kecepatan rata-rata kendaraan pada lokasi tersebut. Dan tahap selanjutnya dihitung nilai emisi pada enam lokasi tersebut dengan menggunakan softwer mobilev. Hasil penelitian ini menunjukkan bahwa pada jalan dengan kondisi excellent, kecepatan rata-rata kendaraan adalah 65,38 km/jam dan emisi CO sebesar 20818,63 g/jam/km, emisi CO2 sebesar 1632864,82 g/jam/km, emisi NO2 sebesar 476,39 g/jam/km, emisi Particulate Mass sebesar 168,078 g/jam/km, Emisi SO2 sebesar 4,262 g/jam/km. Dan pada jalan dengan kondisi very poor, kecepatan rata-rata kendaraan adalah 29,09 km/jam, emisi CO sebesar 21393,74 g/jam/km, emisi CO2 sebesar 1671812,447 g/jam/km, emisi NO2 sebesar 488,74 g/jam/km, emisi Particulate Mass sebesar 172,238 g/jam/km, Emisi SO2 sebesar 4,359 g/jam/km. Dapat disimpulkan bahwa terjadi penurunan kecepatan rata-rata sebesar 55% pada jalan dengan kondisi very poor dibandingkan dengan jalan kondisi excellent dan terjadi peningkatan emisi gas buang kendaraan rata-rata sebesar 2,49 % pada jalan dengan kondisi very poor dibandingkan dengan jalan dengan kondisi excellent. Maka dari itu sangat perlu menjaga kondisi jalan agar tetap dalam kondisi excellent. Kata kunci: kerusakan jalan, kecepatan kendaraan, emisi gas buang kendaraan
The Design Of Hot Mixture Thin Surfacing Containing Asbuton Modified Bitumen For Hot And Arid Region Kabbash, Omar Muhamed; Setyawan, Ary; Handayani, Dewi
Jurnal Teknik Sipil Vol 2, No 2 (2014): Jurnal Teknik Sipil
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Hot arid region is a region when it is characterized by a severe lack of available water and has a high temperature like Australia and Africa. In this condition, hot mix asphalt (HMA) thin surfacing is chosen for road preservation. This study is aimed to study about modified asbuton for hot mix asphalt by thin surfacing overlay. For bitumen modified, researcher used three types of asphalt (asphalt penetration 60/70, retona blend 55 and polymer SBS) specimen which be add with 5%, 5.5%, 6%, 6.5% and 7% for each sample with thickness of 30mm. Moreover, for the temperature test, it was tested at 20oC until 60oC. The test showed that polymer SBS can be used as a binder for alternative industrial asphalt in flexible pavement at hot and arid region. Polymer SBS is good material that has same sensitivity in the different temperature. Result of marshall test showed that Polymer SBS more stable than asphalt penetration 60/70 and retona blend 55. Polymer SBS also has the highest density. Retona blend 55 has the better result for the test average that was conducted in this study. Keyword: HMA, thin surfacing, asbuton, bitumen, hot and arid.
The Rubberized Concrete For Crack Resistant Concrete Pavement Ghasheir, Fouad M. Ali Bin; Setyawan, Ary; As’ad, Sholihin
Jurnal Teknik Sipil Vol 2, No 2 (2014): Jurnal Teknik Sipil
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The concrete is the most used material in civil engineering world. The crumb rubber had been added to the concrete instead of fine aggregate to used in a walls as a sound insulator and less heat conduction compared with concrete without rubber. (Intesar et al, 2011). Many experiments were done to find out appropriate methods of rubber application. Commonly, fully replacing coarse aggregate (gravel) or fine aggregate (sand) with rubber is not appropriate because the loss of strength is too severe. However, with small portion of aggregates replaced, the loss in compressive strength was not significant. A research study by Khatib et al (1999) and Schimizze et al (1994) suggested that rubber should not exceed (17-20%) of the total aggregate volume. Whenever possible to use the waste tyres in the construction work, it is possible to find effective solutions to prevent environmental pollution. The aim of this research to investigate the property and crack resistant of rubberized concrete. This research used crumb rubber of waste tyres in a concrete as replacement of aggregate. Three dosage of crumb rubber (5,10 and 15)% by volume were used. One mixture of plain concrete was also tested as reference and compare the results to the standard specification of rigid pavement. Those mixtures then prepared for fresh concrete and hardened concrete test. Slump test was conducted for assessing the fresh concrete performance while for hardened concrete performance, the compressive strength at 3,14 and 28 days were tested, the restrained shrinkage for early age of concrete were tested for 6 hours from casting and the shrinkage measurements taken when the age of concrete 1,3,5,7,9,11,13,15,18,21,25, and 28 days. The results of this research show that the crumb rubber was an effective material to resist the cracks in concrete. The results of compressive strength show that the compressive strength decrease when the amount of crumb rubber increase. The results of shrinkage test and restrained shrinkage test show that the cracks in the concrete decrease when the amount of crumb rubber increase. The total crack length reduce by (18.6, 55.2 and 58.2%) when the aggregate was replaced by (5, 10 and 15%) of crumb rubber. The number of cracks reduce by (11.34, 42.67 and 49.34%) when the aggregate was replaced by (5, 10 and 15%) of crumb rubber. Keywords: crumb rubber, rubberized concrete, cracks, compressive strength, shrinkage, restrained shrinkage.
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
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Stiffness 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).
Design And Properties Of Split Mastic Asphalt Modified With Retona At Hot And Arid Region Almahdi, Mohammed; Setyawan, Ary; Yulianto, Budi
Jurnal Teknik Sipil Vol 2, No 2 (2014): Jurnal Teknik Sipil
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The use of Retona as the additive material in the hot mix split mastic asphalt with a certain comparison is expected to improve the quality of the split mastic asphalt. This study aimed to determine the extent of Marshall properties (Stability, Flow, Marshall Quotient, VITM, VFWA, and Air Void), ITS and UCS test at (30ºC, 40ºC, 60ºC) and Permeability Test. The objective of that is a comparing the results between SMA (AC 60/70) and SMA modified with retona to know the properties if to be used at hot and arid region. In comparison with the results of Marshall Test SMA modified with Retona and SMA (AC60/70) are : the stability value is higher by 11.52%, the flow value is lower by 11.89%, the marshall qoutient value is higher by 26.65%, the VITM value is lower by 1.93%, the VFWA value is higher by 90.57%, and the Air Void value is lower by 9.34%. The ITS value of SMA without Retona is higher than SMA with Retona is 49.28 % at temperature 40oC. The UCS value of SMA without Retona is higher than SMA with Retona is 18.99 % at temperature 30oC. The SMA modified with Retona is less sensitive to temperature changes by using ITS and UCS test compared with SMA without Retona. The coefficient of permeability value of SMA with Retona is higher than SMA without Retona 294% at water pressure 10000 dyne/cm² and by 348 % at water pressure 20000 dyne/cm². Where find that the mixtures are Practically impervious. Keywords: Split Mastic Asphlat (SMA), Retona, Marshall Test, ITS & UCS Test , Permeability test.
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
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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 ,
PENGARUH KERUSAKAN JALAN TERHADAP EMISI GAS BUANG KENDARAAN BERMOTOR (Studi Kasus: Jalan Kartosuro- Klaten) Kusdiantoro, Irvan; Setyawan, Ary
Jurnal Teknik Sipil Vol 2, No 2 (2014): Jurnal Teknik Sipil
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AbstrakKerusakan jalan yang terjadi di beberapa ruas jalan menimbulkan kerugian yang sungguh besar terutama bagi pengguna jalan seperti waktu tempuh yang lama, kemacetan, kecelakaan, dan lain-lain. Selain itu kendaraan yang melaju dalam kecepatan lambat memancarkan emisi yang lebih besar, dan emisi yang besar berpengaruh pada kesehatan manusia.  Penelitian ini mengkaji seberapa besar pengaruh kerusakan jalan terhadap kecepatan kendaraan dan selanjutnya berpengaruh pada emisi kendaraan bermotor. Tahapan penelitian ini meliputi penilaian kondisi perkerasan yaitu dengan metode PCI, kemudian dari hasil penilaian kondisi perkerasan dipilih enam lokasi dengan kondisi perkerasan yang berbeda (excellent, very good, good, fair, poor, very poor) dan dihitung kecepatan rata-rata kendaraan pada lokasi tersebut. Dan tahap selanjutnya dihitung nilai emisi pada enam lokasi tersebut dengan menggunakan softwer mobilev. Hasil penelitian ini menunjukkan bahwa pada jalan dengan kondisi excellent, kecepatan rata-rata kendaraan adalah 65,38 km/jam dan emisi CO sebesar 20818,63 g/jam/km, emisi CO2 sebesar 1632864,82 g/jam/km, emisi NO2 sebesar 476,39 g/jam/km, emisi Particulate Mass sebesar 168,078 g/jam/km, Emisi SO2 sebesar 4,262 g/jam/km. Dan pada jalan dengan kondisi very poor, kecepatan rata-rata kendaraan adalah 29,09 km/jam, emisi CO sebesar 21393,74 g/jam/km, emisi CO2 sebesar 1671812,447 g/jam/km, emisi NO2 sebesar 488,74  g/jam/km, emisi Particulate Mass sebesar 172,238  g/jam/km, Emisi SO2 sebesar 4,359  g/jam/km. Dapat disimpulkan bahwa terjadi penurunan kecepatan rata-rata sebesar  55% pada jalan dengan kondisi very poor dibandingkan dengan jalan kondisi excellent dan terjadi peningkatan emisi gas buang kendaraan rata-rata sebesar 2,49 % pada jalan dengan kondisi very poor dibandingkan dengan jalan dengan kondisi excellent. Maka dari itu sangat perlu menjaga kondisi jalan agar tetap dalam kondisi excellent. Kata kunci: kerusakan jalan, kecepatan kendaraan, emisi gas buang kendaraan
DESIGN AND PROPERTIES OF SPLIT MASTIC ASPHALT MODIFIED WITH RETONA AT HOT AND ARID REGION A. A. Almahdi, Mohammed; Setyawan, Ary; Yulianto, Budi
Jurnal Teknik Sipil Vol 2, No 2 (2014): Jurnal Teknik Sipil
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Abstract

AbstractThe use of Retona as the additive material in the hot mix split mastic asphalt with a certain comparison is expected to improve the quality of the split mastic asphalt. This study aimed to determine the extent of Marshall properties (Stability, Flow, Marshall Quotient, VITM, VFWA, and Air Void), ITS and UCS test at (30ºC, 40ºC, 60ºC) and Permeability Test. The objective of that is a comparing the results between SMA (AC 60/70) and SMA modified with retona to know the properties if to be used at hot and arid region. In comparison with the results of Marshall Test SMA modified with Retona and SMA (AC60/70) are : the stability value is higher by 11.52%, the flow value is lower by 11.89%, the marshall qoutient value is higher by 26.65%, the VITM value is lower by 1.93%, the VFWA value is higher by 90.57%, and  the Air Void value is lower by 9.34%. The ITS value of SMA without Retona is higher than SMA with Retona is 49.28 %  at temperature 40oC. The UCS value of SMA without Retona is higher than SMA with Retona is 18.99 % at temperature 30oC. The SMA modified with Retona is less sensitive to temperature changes by using ITS and UCS test compared with SMA without Retona. The coefficient of permeability value of SMA with Retona is higher than SMA without Retona  294% at water pressure 10000 dyne/cm² and by 348 % at water pressure 20000 dyne/cm². Where find that the mixtures are Practically impervious.Keywords: Split Mastic Asphlat (SMA), Retona, Marshall Test, ITS & UCS Test , Permeability test.
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 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 Ardhyanto, Dhani Aredha Putra, Himawan Nur Arif Budiarto Baihaqi, Ahmad Baktiar Widhianto Bambang Setiawan Bima Wirawan Budi Widhiharjo Budi Yulianto Daryanto Ari Prabowo Diar Kurnia Sari Dicky Faisal Djoko Sarwono Djoko Sarwono Djumari Djumari Djumari Djumari Dyah Ratih Kusumastuti Edo Rizkiawan Eka Nugraha, Sadu Januar Emha, Fieza Abraham Fadholah, Rusdi Faisal, Dicky Fajar Sri Handayani Fakhri Muhammad Fakhri Muhammad, Fakhri Faraj Muftah M Akash Fariza, Muhammad Febrianto, Nugroho 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 Handayani, Fajar Sri Hanung Triyono, AR. Hendrianto, Gabriel Kusumo Hidayat, Haris Himawan Nur Aredha Putra Ibnu Setiadi Indra Iskandar Irfansyah, Permana Adi Irvan Kusdiantoro Iskandar, Indra Ivan Fadhila Izzudin Izzudin Jamhari Jamhari Jolis Nainggolan Koosdaryani Soeryodarundio Kusno Adi Sambowo Kusno Adi Sambowo Labib, Naufal Makarim Legowo, Slamet Jauhari Legowo, Slamet Jauhari Maenkar, Verry Maharani, Devita Putri Mahardhika Yusuf Maharyono, Prima Anugerah Mamok Suprapto Manuel Simeon Marpaung Marpaung, Manuel Simeon Maulana Andhika Pratama Ilyas Michael Michael Mohammed A. A. Almahdi, Mohammed Mohammed Almahdi Mohmed Alshekh A. M. Hmade1, Mohmed Alshekh Muhammad Ardian, Muhammad Muhammad Caesayuda Wijaya Muhammad Fachri Nasution Muhammad Wildan Ma’arif 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 Omar Muhamed Kabbash Omar Muhamed Kabbash1, Omar Muhamed P.Wulan, Cahya Esther Permana Adi Irfansyah Prabowo, Daryanto Ari Pramesti, Florentina Pungky Pramesti, Florentina Pungky Pramesti, Pungky Pranolo, Sunu Herwi Prasetyo, Handy Pratama Ilyas, Maulana Andhika Pratama, Daniel Aviyanto Pratiwi, Sekar Arum Pratomo, Eko Putro Pratomo, Eko Putro Pungky Pramesti Purnomo, Hafid Riyan Putra, Heri Cahyono Putro, Firman Asto Ramadhana, Muhammad Regi Andrean Rizki Mega Andriani Rizkianto, Tito Rizkiawan, Edo Rochim, Rochim Rochmadi, Andi Rusadi, Indra Putra Rusadi, Indra Putra Rusdi Fadholah Ryan Kurniawan Ryan Kurniawan Santara, Satria Lima Sanusi Sanusi SANUSI SANUSI Sari, Diar Kurnia Sari, Fitria Munita Sari, Fitria Munita 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 Stefanus Adi Kristiawan Sudiyono Sudiyono Sugiyarto Sugiyarto Sugiyarto Sugiyarto Sujatmiko, Galih Fajar Sukmana, Salvatore Sumarsono, Agus Sumarsono, Agus Supriadi, Andy Supriadi, Andy Suryoaji, Yusuf Suryoto Suryoto Thathit Bimo Luhung, Thathit Bimo Tito Rizkianto Tora K., W. Alpha 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 Yusep Purwana Muslih Yusuf Suryoaji Yusuf, Mahardhika Zulianto, Yusuf Zulianto, Yusuf