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All Journal Jurnal Transportasi Jurnal Rekayasa Sipil dan Desain Jurnal Momen : Teknik Sipil Suryakancana Prosiding Seminar Nasional Hasil Penelitian Sains, Teknik dan Aplikasi Industri Fakultas Teknik Universitas Lampung
Sasana Putra, Sasana
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Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering Transportation

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Kajian Dampak Proses Angkutan Terhadap Segregasi Pada Campuran Aspal Panas Alfarido, Atreyu; Putra, Sasana; Purba, Aleksander
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 6 No. 3 (2018): Edisi September 2018
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v6i3.855

Abstract

One of the causes of construction failure on asphalt pavement is segregation. Which  is the separation of small and large aggregate grains within a mixture, so that in a part of the coating of the pavement will be concentrated aggregate coarse and in other part will be concentrated fine aggregate. One of the factors causing segregation is the hauling distance from Asphalt Mixing Plant to the slap location. To understand this, task a study on the impact of the transport process on segregation on hot asphalt mixture from Asphalt Mixing Plant to the location of the spread. The mixture used is the Asphalt Concrete-Wearing Course type or the laston coated wear of Asphalt Mixing Plant PT. Gigging Polah Raya for work location which is 28.9 km on Jalan Sultan Agung, Bandar Lampung, Lampung and PT. Rindang Tigasatu Pratama for work location located 53.3 km on Jalan Teuku Cik Ditiro, Bandar Lampung, Lampung. Examination of sample is done trough extraction test and sieve analysis test. From the result of the research, it’s found that there is being segregation during the transport of asphalt mix mixture from Asphalt Mixing Plant to the slap location. For sample PT. Manggung Polah Raya, gradation aggregate is still within the upper and lower limits of the general specification Bina Marga 2010. As for the sample of PT. Rindang Tigasatu Pratama, the aggregate gradation is out of the upper and lower limits of the general specification of Bina Marga 2010. Factors affecting segregation are haulage distances and aggregate density. Keywords: Road Pavement, Asphalt Concrete, Segregation.
Pengaruh Bangkitan Pergerakan Simpur Center Terhadap Kinerja Jalan Disekitarnya Anida, Desna; Sulistyorini, Rahayu; Putra, Sasana
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 6 No. 4 (2018): Edisi Desember 2018
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v6i4.931

Abstract

AbstractLampung capital of Bandar Lampung and its shopping place is growing rapidly. One of theshopping places is the Simpur Center. The number of vehicles entering or leaving the SimpurCenter influences the performance of Jalan Katamso right in front of it, and Jalan Raden Intan onthe left of the Simpur Center building and can lead to potential accidents and potential congestionbetween vehicles. The purpose of this study is to find out the conflict of the delay that occurredand estimate the effect of the generation of the Simpur Center movement related to theperformance of the surrounding road. The road performance analyzed is the delay, degree ofsaturation, capacity, queue length, speed, and vehicle volume using the 1997 Indonesian RoadCapacity Manual (MKJI) method. The result of this research shows that for road segment androad network of Raden Intan segang intersection of Pemuda Street up to Katamso Streetintersection on the working day after Simpur Center opened total delay happened 133,84 secondcaused by road road conflict 52,780 second, delay 3 due to movement Center symmetry of 28.281seconds and the delay segment of 52.780 seconds with the degree of boredom saturation path1.3246. Then for Brigjend Katamso segment Katamso intersection segment up to Letjend Supraptointersection on the working day after the Simpur Center opened a total delay of 10,62 secondscaused by conflict intersection 1 Simpur Center movement movement of 7,56 seconds and delayssegment of 3,06 seconds with the degree of saturation of the segment is 0,4026.Keywords: Degree of Saturation, Speed, Delay, Queue Length, Simpur Center.AbstrakIbukota Lampung yaitu Bandar Lampung dan tempat perbelanjaannya sangat berkembang pesat .Satu dari tempat perbelanjaannya yaitu Simpur Center. Banyaknya kendaraan yang masukmaupun keluar Simpur Center berpengaruh terkait kinerja Jalan Katamso tepat di depannya, danJalan Raden Intan di sebelah kiri bangunan Simpur Center dan dapat menimbulkan potensikecelakaan maupun potensi kemacetan antar kendaraan. Tujuan dari penelitian ini adalah dapatmengetahui konflik tundaan yang terjadi dan memperkirakan pengaruh bangkitan pergerakanSimpur Center terkait kinerja jalan disekitarnya. Kinerja jalan yang dianalisis yaitu tundaan,derajat kejenuhan, kapasitas, panjang antrian, kecepatan, dan volume kendaraan menggunakanmetode Manual Kapasitas Jalan Indonesia (MKJI) 1997. Hasil penelitian memperlihatkan bahwauntuk ruas dan jalinan jalan Raden Intan segmen simpang jalan Pemuda sampai dengan simpangjalan Katamso pada hari kerja setelah Simpur Center dibuka tundaan total terjadi sebesar 133,84detik diakibatkan oleh konflik jalinan jalan sebesar 52,780 detik, tundaan simpang 3 akibatbangkitan pergerakan Simpur Center sebesar 28,281 detik dan tundaan ruas sebesar 52,780 detikdengan derajat kejenuhan jalinan jalan 1,3246. Lalu untuk ruas jalan Brigjend Katamso segmensimpang jalan Katamso sampai dengan simpang jalan Letjend Suprapto pada hari kerja setelahSimpur Center dibuka tundaan total terjadi sebesar 10,62 detik diakibatkan oleh konflik simpang 1bangkitan pergerakan Simpur Center sebesar 7,56 detik dan tundaan ruas sebesar 3,06 detikdengan derajat kejenuhan ruas adalah sebesar 0,4026.Kata Kunci: Derajat Kejenuhan, Kecepatan, Tundaan, Panjang Antrian, Simpur Center.
Potensi Bangkitan Perjalanan Berbasis Guna Lahan Sekolah Putra, Rahmad Syah; Putra, Sasana; Purba, Aleksander
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 6 No. 4 (2018): Edisi Desember 2018
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v6i4.939

Abstract

AbstractCitizen growth will cause the increasing of amount trip due to fullfil the needs. School is a place that students go to, to get the education. Those activities can cause human movements and further can cause traffic jam if there are no proper configurations. The main aim of this study is to know the potential trip generation that caused by high schools in Bandar Lampung, to analize factor that affected by student movements and make the trip generation that caused by school’s function in Bandar Lampung. The main aim of this study is to know the potential trip generation that caused by high schools in Bandar Lampung, to analize factor that affected by student movements and make the trip generation that caused by school’s function in Bandar Lampung.The data were drawn from the responses of quesionaire that given to students of 4 high schools in bandar lampung and itsrelationship between transportation modes, vehicles ownership and pocket money. The data analysis is using category analysis and comparison descriptive. Trip generation from the category analysis counts from kepemilikan kendaraan, pemilihan moda dan besaran uang saku as one of factor that affected. The results of the category analysis obtained the total movement of students from the four schools that have been studied is 1259 movementsKeywords: high school students, trip generation, category analysis. AbstrakPertumbuhan penduduk akan mengakibatkan meningkatnya jumlah perjalanan guna memenuhi berbagai kebutuhan. Sekolah merupakan tempat tujuan aktivitas pelajar untuk memenuhi kebutuhan pendidikan. Aktivitas tersebut dapat menyebabkan perpindahan manusia dalam satu waktu dan kemudian hari dapat menimbulkan masalah seperti kemacetan apabila tidak dilakukan pengaturan. Tujuan penelitian ini adalah untuk mengetahui potensi bangkitan dan tarikan perjalanan yang ditimbulkan dari dan oleh sekolah menengah atas di Bandar Lampung, menganalisis faktor yang mempengaruhi pergerakan pelajar dan membuat model bangkitan yang diakibatkan fungsi sekolah di Bandar Lampung. Pengambilan data dilakuan dengan pembagian kuesioer kepada pelajar di empat sekolah yang telah ditentukan. Pertanyaan-pertanyaan yang diajukan mengenai asal tujuan perjalanan, moda transportasi, kepemilikan kendaraan serta uang saku. Kemudian dilakukan analisis data yaitu analisis kategori dan desktiptif komparatif Model bangkitan yang diperoleh dari hasil analisis kategori dihitung dengan kepemilikan kendaraan, pemilihan moda, dan besaran uang saku sebagai faktor yang mempengaruhinya. Hasil dari analisi kategori didapatkan pergerakan total pelajar dari keempat sekolah yang telah diteliti adalah sebesar 1259 pergerakan. Kata kunci : pelajar SMA, model bangkitan, analisa kategori.
Pengaruh Jarak Penghamparan Terhadap Perubahan Suhu Campuran Rini, Alvio; Putra, Sasana; Pratomo, Priyo
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 6 No. 4 (2018): Edisi Desember 2018
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v6i4.951

Abstract

Pavement is widely used in Indonesia is a mixture of laston, in its implementation  temperature is very influential on the overlay process, temperature also affects the density process. The further the distance of AMP (Asphalt Mixing Plant) to the overlay location, the greater the decrease in temperature, and the decrease in density results. So it is necessary to do a study about effect of spread distance to mixed temperature change. The mixture used is Asphalt Concrete-Wearing Course from Asphalt Mixing Plant produced by PT Manggung Polah Raya for location on Sultan Agung Street, Bandar Lampung, Lampung and PT. Rindang Tiga Satu Pratama for the location of Teuku Cik Ditiro Street, Bandar Lampung, Lampung. From the analysis results of 2 AMP (Asphalt Mixing Plant), PT. Manggung Polah Raya and PT. Rindang Tiga Satu Pratama using logarithmic regression analysis, obtained that the distance and the Δtemperature are 0,9832 and 0,7366. The result of Δtemperature and Δdensity are 0,0568 and 0,0688 and the result of distance logarithmic regression analysis and Δdensity are 0,0326 dan 0,005. The result of the combined logarithmic regression analysis of PT. Manggung Polah Raya and PT. Rindang Tiga Satu Pratama between distance and Δtemperature is 0,7829 and 0,0005 for Δtemperature and Δdensity. Factor that influence the decrease of the temperature is the haulage process of the transport mixture. If the temperature decrease, then the result of the density are not maximal.  Keyword: Mixture Temperature Change, Distance, Density.
Analisis Pemilihan Moda Transportasi Online dan Angkutan Konvensional Andresta, Nanda; Sulistiyorini, Rahayu; Putra, Sasana
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 6 No. 4 (2018): Edisi Desember 2018
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v6i4.1006

Abstract

Transport mode choice greatly impacted by the characeristic of the passengers. The purpose of this study are to determine the factors that impacted the travel subjects and to determine the mode choice probability of online transportation and conventional transportation. Data Processing is using SPSS for regresion analysis, to determine the factors that impacted the choice mode of online taxi and conventional taxi . The result of questionnaire distribution from airport passangers are most of (71%) the passengers has choose online taxi and the rest 29% has choose conventional taxi as the transportation mode to headed Radin Inten II Airport.Based on correlation test, the variables that impacted are the fare, the convenience and the availability of mode with R square = 48,7% and generated regression equation Y = 2,233 + 0,726 X1 + 0,530 X2 + 0,700 X7.Based on logit model of first scenario, it generated probability 89,93%of online taxi and 10,07% of conventional taxi. On seond scenario, it generated probability 55,80% of online taxi and 44,20% of conventional taxi. Based on logit model scenario, it shows that the online taxi has bigger tendency for being choosen than conventional taxi and the variables are the fare (X1), the convenience (X2) and the availability (X7) of mode did not have significant impact.
Kualitas Bahan Bitumen Akibat Penambahan Kadar Lignin Yang Berbeda Rukmananda, Raditya; Putra, Sasana; Karami, Muhammad
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 6 No. 4 (2018): Edisi Desember 2018
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v6i4.1010

Abstract

 Asphalt is one of the materials used as a road-making material. Needs for ashpalt modification are caused by restrictions and capabilities of basic asphalt binder material to withstand pressure. Lignin functions as a binding for wood cells. Lignin is used as an additive to improve the quality of bitumen material. The binder used is 60/70 asphalt penetration. The lignin material used comes from palm oil fiber waste. The variation of lignin addition on asphalt levels is 0%, 3%, 6%, 9%. Characteristics test of asphalt carried out is Asphalt Specific Gravity, Penetration, Ductility, Softening Point, Oil Weight Loss, Viscosity. Asphalt in this study experienced an increase in quality. The best mixing of lignin is 3% and 6%. Shown by the Penetration test, the value of asphalt penetration increased to 53.6 mm. The sensitivity of asphalt to rising temperatures is indicated by the softening point test reaching 62˚C. 6% lignin mixing is the highest value for the effect of asphalt viscosity of 827 cst. The value of asphalt density reaches 1.0714 gr / cm3. In the 9% lignin mixture there is a decrease in the Ductility test, Viscosity test, Asphalt Specific Gravity test. Keywords: Asphalt, Lignin, Modification, Penetration, Viscosity.
Analisis Kualitas Campuran Aspal Panas Menggunakan Berbagai Macam Aspal Modifikasi ardianti, indah marlina; Putra, Sasana; Karami, Muhammad
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 6 No. 4 (2018): Edisi Desember 2018
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v6i4.1022

Abstract

This research analyzes the quality of hot asphalt mixture by using various modified asphalt. It is intended to know the characteristics of asphalt mixture and modified asphalt mixture as the main material to make mixture. Moreove, it is also intended to know the influence of additive materal adding in the asphalt mixture toward the score of stability and the solidity of asphalt mixture. The additional materials of modified asphalts used are Jaya Aspal Polymer modification poduced by Pertamina and Taftpack-Super. There are three variaties in adding the Taftpack-Super that are 5%, 10%, and 15% for the Optimum Asphalt Level (KAO) of the asphalt penetration is 60/70. The test of asphalt mixture done in this research uses Marshall Test with 30 minutes soaking duration. The characteristics of the observation on the asphalt mixture quality consist of the score of stability, flow, Void In The Mix (VIM), Void Filled With Asphalt (VFA), Void Mineral Aggregate (VMA), Marshall Quostient (MQ), and the solidity score of the mixture.The result of the research shows the Optimum Asphalt Level (KAO) of the Jaya Aspal Polymer modified asphalt is 5,8% while in the type of asphalt penetration 60/70 is 6,3%. The score of mixture characteristics of the penetration asphalt 60/70 will less than the asphalt mixture which has been modified by adding the additional material that is Taftpack-Super, whereas the stability score and Marshall Questiont (MQ) in the penetration asphalt 60/70 tend higher than Jaya Aspal Polymer. The haighest score of mixture stability is in the KAO asphalt mixture with the asphalt penetration 60/70 by adding Taftpack-Super10% that is 2017,864 Kg with the solidity score 2,259. The high score of stability and solidity can give the mixture the better and longer quality and service period. Keywords: Quality Analysis, Modified Asphalt, Jaya Aspal Polymer, Taftpack-Super,Optimum Asphalt Level (KAO). Penelitian ini menganalisis kualitas campuran aspal panas menggunakan berbagai aspal modifikasi. Hal ini dilakukan untuk mengetahui karakteristik campuran aspal dan campuran beraspal modifikasi sebagai bahan utama pembentuk campuran. Selain itu untuk mengetahui pengaruh penambahan bahan aditif pada campuran aspal modifikasi terhadap nilai stabilitas dan kepadatan campuran beraspal.  Bahan tambahan aspal modifikasi yang digunakan yaitu jenis aspal modifikasi Jaya Aspal Polymer produksi Pertamina serta Taftpack-Super. Dilakukan tiga variasi penambahan Taftpack-Super yaitu sebesar 5%, 10% dan 15% untuk nilai Kadar Aspal Optimum (KAO) aspal penetrasi 60/70. Pengujian campuran beraspal yang dilakukan dalam penelitian ini menggunakan Marshall Test dengan lama perendaman 30 menit.Karakteristik peninjauan kualitas campuran beraspalmeliputinilai Stabilitas, Kelelehan (flow), Void In The Mix (VIM), Void Filled With Asphalt (VFA), Void Mineral Aggregate (VMA), Marshall Quostient (MQ), dan nilai Kepadatan pada campuran. Hasil penelitian yang diperoleh Kadar Aspal Optimum(KAO) untuk aspal modifikasi Jaya Aspal Polymer sebesar 5,8% sedangkan pada jenis aspal penentrasi 60/70 sebesar 6,3%. Nilai karakteristik campuran aspal penetrasi 60/70 akan jauh lebih rendah dibandingkan dengan campuran beraspal yang telah dimodifikasi dengan penambahan bahan aditif Taftpack-Super, sedangkan nilai stabilitas dan Marshall Questiont (MQ) pada campuran aspal penetrasi 60/70 cenderung lebih besa dibandingkan Jaya Aspal Polymer. Untuk nilai stabilitas campuran paling besar terdapat pada campuran aspal KAO aspal penetrasi 60/70 dengan penambahan Taftpack-Super sebesar 10% yaitu sebesar 2017,864 Kg dengan nilai kepadatan sebesar 2,259. Dengan nilai stabiltas dan kepadatan yang besar sehingga mampu meberikan campuran mutu dan masa layan yang jauh lebih baik dan tahan lama. Kata kunci : Analisis Kualitas, Aspal Modifikasi, Jaya Aspal Polymer, Taftpack-Super, Kadar Aspal Optimum (KAO)
Karakteristik Kecelakaan di Jalan Bypas Bandar Lampung hidayah, ulfa; Putra, Sasana; Karami, Muhammad
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 6 No. 4 (2018): Edisi Desember 2018
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v6i4.1089

Abstract

The purposes of this study were to analyze the relationship between the characteristics of accidents and road safety facilities such as road signs, road markings, and lighting lights, and to analyze the characteristics of traffic accidents on Soekarno-Hatta Bypass Road included  type accident and factors causing of the accident. The surveys in the field were conducted to obtain the primary data about road safety facilities, however the secondary data were obtained from the Bandar Lampung police station in the form of accident data per month from 2014-2017. The results showed that there were still inadeguate road safety facilities on the Soekarno-Hatta Bypass road, such as lighting and road markings.The characteristics of accidents based on the factors that cause the accidents were human factors (85.28%). The types of accidents were are front-rear accidents (28.8%). Keywords: Accident Characteristics, Arterial Road, Road Safety Facilities
Evaluasi Tarif Bus Rapid Transit (BRT) Bandar Lampung Rute Rajabasa-Panjang Berdasarkan Ability To Pay (ATP) Renitasari, Evi; Putra, Sasana; Sulistyorini, Rahayu
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 7 No. 1 (2019): Edisi Maret 2019
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v7i1.1098

Abstract

AbstrakTarif merupakan salah satu faktor pemilihan moda angkutan transportasi. Pada BusRapid Transit Bandar Lampung rute layanan Rajabasa-Panjang  karena faktor pengguna BRT salah satunya adalah tarif. Faktor lain penguna BRT tersebut adalah masyarakat yang beragam seperti, pelajar, mahasiswa, pegawai negeri, ibu rumah tangga, wiraswasta/wirausaha dan lain-lain. Tujuan dari penelitian ini adalah mengevaluasi tarif BRT berdasarkan ATP pengguna BRT dengan alokasi biaya untuk penggunaan BRT/bulan berbanding dengan frekuensi penggunaan BRT/bln. Hasil dari penelitian yaitu kemampuan responden BRT BandarLampungRute Rajabasa-Panjang membayar jasa untuk masyarakat umum berpendapatan yaitu sebesar Rp9.3250,00dan untuk pelajar/mahasiswa sebesar Rp5.0910,00. Hal tersebut menunjukan bahwa untuk masyarakat umum tidak keberatan atau tidak masalah dengan tarif yang ditetapkan pemerintah, namun untuk pelajar/mahasiswa kemampuan dalam membayar BRT lebih rendah, sehingga perlu adanya kebijakan atau subsidi untuk pelajar/mahasiswa. Kata kunci : ability to pay, analitycal hierarchy process, Bus Rapid Transit, willingness to pay. 
Pengaruh Penambahan Lignin Terhadap Karekteristik Mekanik Campuran Aspal Panas Ramadhan, Apis Prada; Putra, Sasana; Diana, I Wayan; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain (JRSDD) Vol. 7 No. 1 (2019): Edisi Maret 2019
Publisher : Universitas Lampung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.23960/jrsdd.v7i1.1128

Abstract

Kebutuhan bahan aspal sebagai salah satu bahan pembuatan prasarana jalan tidak diiringi denganpeningkatan kualitasnya, sehingga perlu dilakukan peningkatan bahan aspal guna memeperpanjangumur perkerasan. Penelitian ini dilakukan untuk mengetahui pengaruh penambahan variasi kadarlignin pada aspal penetrasi 60/70 terhadap karakteristik Marshall dan mencari kadar lignin terbaikDilakukan pengujian dengan variasi penambhan kadar lignin sebesar 0%, 3%, 6% dengan suhurendaman standar pengujian dan suhu percobaan sesuai dengan kondisi cuaca di Indonesia yangmempunyai dua musim, yaitu musim panas dan musim penghujan yang disimulasikan denganvarasi suhu rendaman 45ºC dan suhu tinggi 75ºC, selanjutnya akan dibandingkan dengan hasilpenelitian terdahulu yang mengggunakan aspal termodifikasi Jaya Aspal Polimer (JAP) danTaftpack-Super (TPS) 5%.
Co-Authors Abdilah, Muhammad Mashardi Aditya, Yudha Gempa Afrisca, Cahya Ayu Akhmad Dzakwan, Akhmad Akrom, Fatra Hariz Aleksander Purba Alfarido, Atreyu Alfiansyah, - - Andresta, Nanda Anida, Desna Arif, Muhammad Isfan Arya Nugraha Awan, Herdi Calosa, Evanthe Dalius, Muhammad Fadillah Darma, Royadji Desviolla, Millennia Yessy Dwi Herianto Dwiana, Yovi DWSBU, Caterina Niken Dzulhadi, Rahmad Fatonah, Dwi Rizki Gadwina, Ayura Gultom, Bona Harahap, Ananda Wirawan Tritama Hidayah, Ulfa I Wayan Diana indah marlina ardianti Jaya, Bagus Danang Juliend m, Andya Firgi Junaedi, Tas'an karami, muhammad Kusuma, I Gusti Made Ferdi Kusuma, Ivonne Nisrina Latifah, Asmaul Mayasari, Riska Mega, Ulfa Citra Meilina, Ayu Lena Lena Muhammad Irvan Mulyadi Irsan Naufal, Ahmad Yusuf Niken D.W.S.B.U, Chatarina Novalia, Cindy Novendra, Muhammad Rafly Noviarti, Triafini Novitasari, Shartyka Ofrial, Siti Anugrah Mulya Putri Oktiano, Bareb Abdi Pinggungan, Fica prambudi, agung Prasetyo, Tri Makmur Pratama, Bima Depati Primo, Sulthan Aditia Priyo Pratomo, Priyo Putra, Fanky Arya Putra, Mohd. Denny Yudha Putri Ofrial, Siti Anugrah Mulya Putri, Alfina Dwi Putri, Dinda Maya Sari Putri, Fakhriyah Putri, Vidya Annisah Putri, Zsa Zsa Ratna ra, arif rahman Rahayu Sulistyorini Rahmad Syah Putra Rahmani, Siti Ramadhan, Apis Prada Ramadhan, Sofyan Ranindita, Atri Renitasari, Evi Riani, Nurul Okta Rini, Alvio Rukmananda, Raditya Santoso, Muhammad Bagus Sari, Yulianti Dewi Manda Sembada, M. Arif Yoga Setiawan, Andrian Simanjuntak, Wira Kartua Halomoan Sugendra, Renaldy Sulistiyorini, Rahayu Sulistyorini, Dr. Rahayu Suryatama, Noval Susanto, Muhammad Taha, Reski TALITHA, YOLANDA SEPTIANI Tanjung, Novri Yanti Purba Tiara Triandana, Muhammad Krisna Utomo, Muhammad Ridho Vera Agustriana Noorhidana walimuda, hilda trianda Wibisono, Andryan Yoga Kartiwi, Diana Williani Yohanes Martono Yunise, Karmaniar Yuntares Putri Nawang Sari, Yuntares Putri Zillie, Muhammad Febry