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Bagus Hario Setiadji
Fakultas Teknik Universitas Diponegoro Semarang Jl. Prof. H. Soedarto, SH, Kampus Undip Tembalang, Semarang.
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ANALISIS EFEKTIVITAS RUANG HENTI KHUSUS SEPEDA MOTOR PADA SIMPANG BERSINYAL DI KOTA SEMARANG Reska Ayu Yuniar M.; Raisha El Kahira; Ismiyati Ismiyati; Bagus Hario Setiadji
Jurnal Karya Teknik Sipil Volume 5, Nomor 2, Tahun 2016
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Based on WHO research in 2010 shows growth of motorcycles in Indonesia reached 60 million units with proportion of 83% compared to other vehicle types (Helmi, 2015). Motorcycles are the smallest vehicle that has the mobility and maneuverability of high movement. At the time of the green phase, motorcycles struggling to get out from the intersection and continue the journey. The movement of motorcycle can cause conflict with the car or with other motorcycles. Studies conducted by M. Idris in Bandung in 2007 produced Advanced Stop Lines (ASL) for motorcycles can reduce traffic conflicts up to 72% and 11-12% streamlined of traffic flow (Faundra, 2012). The purpose of this research was to analyze the effectiveness of the Advanced Stop Lines (ASL) for motorcycles at the intersection with different characteristics in Semarang. The parameters used in this research are existing conditions, real conditions, the percentage of occupancy ASL, and hypothesis testing comparison. The research method is done by simulating ASL in three arms at signalized intersections in Semarang. Hypothesis test comparison is done by using the hypothesis H0 if the volume of vehicles before they are applied equally to the post applied ASL. The results of this study can be concluded that based on the hypothesis test comparison there is only one research location hypothesis is accepted. ASL for three research locations affect the number of vehicle volume, long queues, and Degree of Saturation. ASL has not seen optimal of the three research locations. It because of geometry conditions are different on three research location , improper lane width, the existence of the island roads, and a left turn on red lane. To be more optimal use of ASL should refers to the rules applicable at the selection of sites that will be imposed ASL.
UJI PERBANDINGAN KUALITAS HOTMIX DENGAN ASPAL HASIL SUMUR MINYAK TUA SECARA KONVENSIONAL DENGAN ASPAL PERTAMINA PENETRASI 60/70 Muhammad Rizaldi Kresna Raharja; Fernanda Asali; Supriyono Supriyono; Bagus Hario Setiadji
Jurnal Karya Teknik Sipil Volume 6, Nomor 2, Tahun 2017
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Pada tugas akhir ini, penelitian aspal diambil mengenai perbandingan kualitas Hotmix aspal dengan sample aspal minyak tua yang diolah secara konvensional dari daerah Kabupaten Grobogan dan aspal Pertamina penetrasi 60/70. Pedoman utama dalam penelitian aspal ini adalah berdasarkan SNI 8135 : 2015 dan RSNI M-01-2003. Dari hasil penelitian diperoleh aspal Pertamina penetrasi 60/70 memiliki nilai penetrasi 71, titik lembek aspal 52 ˚C, titik nyala dan titik bakar 286 ˚C, daktilitas 110 cm, kelarutan aspal dengan CCL4 99,33%, dan berat jenis bitumen 1,043 gr/cc, sedangkan aspal sumur minyak tua memiliki nilai penetrasi 390, titik lembek aspal 36 ˚C, titik nyala dan titik bakar 51 ˚C, daktilitas 0 cm, kelarutan aspal dengan CCL4 92,67%, dan berat jenis bitumen 1,0177 gr/cc. Sehingga aspal Pertamina penetrasi 60/70 memenuhi syarat aspal penetrasi 60/70, sedangkan aspal sumur minyak tua tidak masuk ke dalam standart spesifikasi aspal penetrasi 200/300. Nilai penetrasi yang tinggi, nilai daktilitas yang rendah, dan nilai kelarutan aspal dengan CCL4 yang rendah dipengaruhi oleh prosentase senyawa C11H12D6O yang rendah, sehingga untuk meningkatkan kekakuan aspal sumur minyak tua perlu dilakukan penambahan prosentase senyawa C11H12D6O. Nilai Kalium pada aspal sumur minyak tua yang rendah mengakibatkan titik lembek aspal rendah, sehingga aspal sumur minyak tua perlu ditambahkan Kalium untuk meningkatkan nilai titik lembek. Nilai titik nyala dan titik bakar aspal sumur minyak tua yang rendah dipengaruhi oleh banyaknya senyawa pengotor yang mudah terbakar seperti oksigen, parafin, dan minyak, maka perlu dilakukan pemisahan kandungan senyawa pengotor pada aspal sumur minyak tua. Pada pengujian Marhsall, dengan menggunakan aggregat halus dan aggregat kasar sama yang memenuhi syarat berat jenis agregat, penyerapan agregat, abrasi agregat, dan Impact Test diperoleh kadar aspal optimum untuk aspal Pertamina penetrasi 60/70 sebesar 5,7%, sedangkan aspal sumur minyak tua tidak ditemukan kadar aspal optimumnya. Oleh karena itu, aspal sumur minyak tua lebih cocok untuk lapis pondasi jika dilakukan penambahan nilai prosentase senyawa C11H12D6O, sehingga nilai penetrasinya maksimal 200.
EVALUASI KAPASITAS KEBUTUHAN RUANG PARKIR RUMAH SAKIT PANTI WILASA CITARUM SEMARANG R.Ananda Putri; Ali Ma'sum; Bagus Hario Setiadji; Wahyudi Kushardjoko
Jurnal Karya Teknik Sipil Volume 6 ,Nomor 1, Tahun 2017
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Rumah Sakit Panti Wilasa Citarum Semarang adalah salah satu Rumah Sakit umum kelas madya yang memiliki permasalahan terkait lahan parkir. Dimana lahan parkir yang ada tidak mampu menampung jumlah kendaraan yang masuk ke area parkir sehingga banyak kendaraan yang memilih parkir di badan jalan didepan Rumah Sakit. Penelitian ini bertujuan menganalisis kebutuhan ruang parkir yang ada di Rumah Sakit Panti Wilasa Citarum Semarang sehingga dapat diketahui karakteristik parkir dan kebutuhan parkir Rumah Sakit Panti Wilasa Citarum Semarang untuk saat ini. Pada penelitian ini menggunakan data primer berupa survei lapangan dan data sekunder sebagai acuan dalam menganalisis kebutuhan ruang parkir Rumah Sakit Panti Wilasa Citarum. Adapun hasil penelitian yang didapat adalah sebagai berikut : Untuk hari Senin dengan jenis kendaraan mobil jumlah kendaraan masuk sebanyak 301 kendaraan dan kendaraan keluar sebanyak  295 kendaraan, untuk jenis kendaraan sepeda motor jumlah kendaraan masuk sebanyak 795 kendaraan dan kendaraan keluar sebanyak 775 kendaraan. Sedangkan untuk hari Rabu dengan jenis kendaraan mobil jumlah kendaraan masuk sebanyak 322 kendaraan, dan kendaraan keluar sebanyak 313 kendaraan, untuk jenis kendaraan sepeda motor jumlah kendaraan masuk sebanyak 979 kendaraan dan kendaraan keluar sebanyak 958 kendaraan. Akumulasi parkir terbesar untuk mobil terjadi pada hari Rabu sebanyak 99 kendaraan terjadi antara pukul 19.00 - 19.15, sedangkan untuk motor yaitu 369 kendaraan terjadi pada hari Senin pukul 11.15 - 11.30. Indeks parkir terbesar yaitu 165,0 % untuk kendaraan mobil terjadi pada hari Rabu dan 123,0 % untuk kendaraan motor terjadi pada hari Senin. Parkir Turn-Over terbesar 0,22 kend/SRP/jam untuk mobil dan 0,13 kend/SRP/jam untuk motor, angka tersebut menunjukkan pergantian parkir kendaraan untuk tiap satuan ruang parkir kecil, yang berarti kendaraan terparkir cukup lama untuk satu satuan ruang parkir. Kebutuhan parkir Rumah Sakit Panti Wilasa Citarum untuk saat ini adalah sebesar 115 SRP untuk jenis kendaraan mobil dan 380 untuk jenis kendaraan sepeda motor, sedangkan petak parkir yang tersedia yaitu 60 SRP untuk jenis kendaraan mobil dan 300 SRP untuk jenis kendaraan motor, sehingga perlu adanya penambahan area parkir baru untuk dapat mengakomodir kebutuhan parkir Rumah Sakit Panti Wilasa Citarum saat ini. 
ANALISIS KINERJA JALAN DAN PERKERASAAN LENTUR AKIBAT PENGARUH MUATAN LEBIH (OVERLOADING) Rikki Andreanus Situmorang; Puji Wibawa Wartadinata; Bagus Hario Setiadji; Supriyono Supriyono
Jurnal Karya Teknik Sipil Volume 2, Nomor 1, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Semarang roads - Kendal, which is part of the North Coast, an arterial road linking central basis of national economic activity. With the increased traffic on North Coast Road, and included on this road, especially with the presence of a growing number of trucks that are overweight  overloaded on this road, so for the next few years is expected to be down this path of service, either in terms of traffic performance and the performance of the pavement. Given these problems, this study is conducted to evaluate the performance of road traffic Semarang - Kendal and estimate the need for the added layer of the existing pavement as a result of overloading (overloading) is. For purposes of analysis, the method used in this research capacity (MKJI) to analyze traffic performance, and methods of Highways 2002 to analyze the needs of additional layers as a result of overloading. From the results of the analysis, found that the value of the performance of the traffic for the roads to be reviewed on line Semarang - Kendal, the value of DS = 0.74 in 2019, while in the opposite lane (Kendal - Semarang) DS values obtained larger is equal to 0.79; thus advisable to increase the geometric path (such as road widening) or by shifting part of the burden to the rail mode as a solution to improve traffic performance in the coming years. As for the analysis of the existing pavement, this study used two types of load, which is ideal load (with reference to the amount of the allowable load or JBI) and actual load (of the survey). The analysis showed that in the year 2019 plan, the road Semarang - Kendal takes a thick layer added by 6 cm (for ideal weight) and 10 cm (for actual expenses). If the residual life analysis, then by applying the actual load on the existing pavement was found that the existing pavement structure can only support the weight overload for 4 years and 2 months of age 10-year plan.
PENGARUH PENAMBAHAN PLASTIK BEKAS TIPE LOW DENSITY POLYETHYLENE (LDPE) TERHADAP KINERJA CAMPURAN BERASPAL Widi Wantoro; Dyah Kusumaningrum; Bagus Hario Setiadji; Wahyudi Kushardjoko
Jurnal Karya Teknik Sipil Volume 2, Nomor 4, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Asphalt mixture performance needs to be improved by modifying the asphalt mixture  to produce a strong, durable and high plastic-deformation resistance. While the presence of abundance of plastic waste takes 1000 years to be decomposed perfectly by land. According to the facts,this research  was proposed to improve performance of asphalt mixture by utilizing plastic waste. This is because plastic has high softening point so that it is expected to be able to increase asphalt mixture resistance against the effects of temperature and elasticity. The research was done by substituting a part of filler with LDPE plastic waste in asphalt mixture. Different contents of LDPE, i.e. 0%, 2%, 4% and 6% of the weight of asphalt, were used in this study to simulate the effect of plastic content on mixture performance.  Fifteen samples of AC-WC mixture were made for each variation of LDPE content and all were compacted by 2x75 blows. Then, the mixtures were evaluated by terms of 6 Marshall properties, that is, stability, flow, MQ, VIM, VMA and VFA, one additional parameter, namely Index residual strength (IRS). It resulted  that mixtures with plastic tend to less dense (as showed by higher air voids) and become more rigid (as showed by high stability but low flow). This indicates that the addition of LDPE could make the mixture becoming more rigid but porous causing it has good resistance to plastic deformation but it is more susceptible to cracking and less durable. Although the results showed that mixture with LDPE was not better than conventional mixture, the use of this mixture for underlying layer like AC-BC is still possible. And this is supported by all Marshall properties on selected types (2% and 4%) could fulfil the specification issued by Directorate General of Highway (Bina Marga).
ANALISIS TARIKAN PASAR BABADAN UNGARAN KAB. SEMARANG DAN KINERJA LALU LINTAS JALAN SEKITAR Putmadiat Rochhanif; Raymon Raymon; Bagus Hario Setiadji; Wahyudi Kushardjoko
Jurnal Karya Teknik Sipil Volume 2, Nomor 2, Tahun 2013
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Market as an activity zone trips towing zones. Babadan Market located at Jalan Sudirman, where the market activity zone Babadan Ungaran generate visitor attraction and trip generation in the form of a private car and public transport resulting in congestion. This condition should be corrected in order to get the convenience of shopping at Babadan traditional market and smooth flow of traffic on Soedirman street. For that to know the amount of travel due to the existence of  Babadan traditional market. Therefore, we evaluated to determine the performance of Jend. Soedirman street and Raya Baya street with calculations based on the degree of saturation on traffic survey and evaluation of the resistance that occur on the road. Evaluation results show the degree of saturation at Jend. Soedirman street  ≥ 0.75 so that its necessary treatment. Whereas at Raya Baya street ≤ 0.75 it is still in a safe condition. Planning by reducing the resistance, optimizing pedestrian bridge, reviewing u - turn, and the control of bus bay.
PERBANDINGAN FORMULA CAMPURAN DESAIN AC-WC DENGAN VARIASI KADAR PASIR Aditian Kevin Pratama; Supriyono Supriyono; bagus Hario Setiadji
Jurnal Karya Teknik Sipil Volume 7, Nomor 4, Tahun 2018
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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ABSTRAK  Kerusakan jalan di Indonesia umumnya disebabkan oleh pembebanan yang berlebihan akibat dari pertumbuhan jumlah kendaraan yang sangat tinggi. Selain karena faktor beban, perkerasan itu sendiri merupakan hal utama yang mempengaruhi kerusakan jalan.
PERBANDINGAN HASIL ANALISIS PERKERASAN KAKU DARI PEDOMAN BINA MARGA TAHUN 2003 DAN BINA MARGA TAHUN 2013 M.Syaiful Afif; Doni Ramadhan; Djoko Purwanto; Bagus Hario
Jurnal Karya Teknik Sipil Volume 5, Nomor 4, Tahun 2016
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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The attempt to provide toll road in Java has been developed rapidly. In the Solo-Semarang route, the construction has reached packet 3 Bawen-Salatiga. An issue in packet 3 appeared in packet 3.1 between Sta 22+900 - Sta 23+500 because it is located in a clayshale deposit area (Kerek Formation). Based on the N-SPT data obtained from drill test for excavation structure, clayshale was not found in the layer. From the soil description and geological review, the layer was dominated by tuff breccia with andesite fragment. In the embankment of STA 22+975, CPT and geoelectric tests were taken and the result from geoelectric showed the presence of claystone which is the main material of Kerek Formation. Therefore, the embankment is the weakest zone by ground movement. FEM analysis results were compared using LEM method by Plaxis 8.2 and Slope/W 2007. FoS acquired from the two methods showed insignificant changes. The static load calculation result proved that the FoS of excavation and embankment structure was bigger than the minimum standard required by USACE (FoS>1.30). FoS of embankment with two configurations had a considerable value. The application of quake load in accordance with 2010 earthquake zone map with 0.44 g acceleration revealed a variety of FoS. In terms of the security over the excavation, the FoS was bigger than the minimum requirement, which is >1.10.
ANALISIS KELAYAKAN FASILITAS LANDSIDE DI TERMINAL 3 ULTIMATE BANDAR UDARA INTERNASIONAL SOEKARNO – HATTA Maulana Arifin; Bagus Gumilar Iskandar; Y.I. Wicaksono Y.I. Wicaksono; Bagus Hario Setiadji
Jurnal Karya Teknik Sipil Volume 6, Nomor 4, Tahun 2017
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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Abstract

Soekarno Hatta International Airport (SHIA) merupakan bandar udara terbesar yang ada di Indonesia yang melayani penumpang terbanyak ke – 8 di Asia Tenggara berdasarkan Airports Council International (ACI) periode 2015,  serta menduduki ranking ke – 44 di dunia sebagai bandara terbaik di dunia berdasarkan hasil survey dari lembaga Skytrax periode 2016 – 2017. Pergerakan penumpang dan pesawat di Bandar Udara Internasional Soekarno-Hatta setiap tahunnya mengalami peningkatan baik itu di terminal domestik maupun terminal internasional sehingga kepadatan penumpang pada terminal 3 Ultimate pun tidak terelakkan terutama pada fasilitas landsidenya. Penelitian ini bertujuan untuk menganalisis dan mengevaluasi fasilitas landside di Terminal 3 Ultimate berdasarkan permintaan (demand) penumpang peak hour, data produksi parkir dan data jumlah kendaraan di tahun 2016 menggunakan metode perhitungan SNI 03-7046-2004, IATA Airport Development Reference Manual (ADRM), FIFO (first in first out), MKJI 1997 dan PP No.43 1993. Dari hasil analisa didapatkan jumlah check in counter berdasarkan waktu pelayanan survey maksimum adalah 98 counter menurut SNI, 89 counter menurut FIFO, dan 46 counter menurut ADRM, ruang tunggu keberangkatan masih memadai syarat kapasitas dengan Level Of Service (LOS) masing – masing ruang tunggu (U11 – U17) A yaitu Excellent Level of Comfort, luas ruang baggage claim dan tujuh buah baggage claim device pada kondisi eksisting masih bisa melayani 2,116 penumpang datang per jam tahun 2016 dengan baik, kondisi eksisting dari aksesbilitas adalah Level Of Service (LOS) F dengan DS>1 dengan kemacetan pada titik persimpangan sementara kapasitas luas parkir masih memadai untuk melayani penumpang peak hour tahun 2016. Selain penambahan jumlah check in counter, kepadatan pada terminal penumpang dapat diatasi dengan pemisahan check in counter penumpang yang sudah check in online dengan penumpang yang belum, di samping itu perlu adanya penambahan lajur pada akses beserta penambahan papan penunjuk jalan yang jelas di sepanjang jalan sebelum titik penting (decision point) pada aksesbilitas terminal sesegera mungkin.
ANALISIS KELAYAKAN FASILITAS LANDSIDE DI TERMINAL 1A BANDAR UDARA INTERNASIONAL SOEKARNO – HATTA Andika Ainoor Henganingayu; Hayuning Santa Asisi; Y.I. Wicaksono Y.I. Wicaksono; Bagus Hario Setiadji
Jurnal Karya Teknik Sipil Volume 7, Nomor 2, Tahun 2018
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Diponegoro

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ABSTRAKTerminal 1 Bandar Udara Internasional Soekarno – Hatta terbagi menjadi 3 sub-terminal yaitu terminal 1A, terminal 1B, dan terminal 1C. Terminal 1A (Domestik) hanya dioperasikan oleh maskapai Lion Air. Kepadatan penumpang pada terminal 1A bisa terjadi dikarenakan pertumbuhan penumpang per tahun yang melebihi kapasitas dari terminal rencana. Penumpang peak hour dianalisis berdasarkan SNI 03-7046-2004, IATA Airport Development Reference Manual (ADRM) dan FIFO (first in first out). Analisis ini bertujuan untuk evaluasi kelayakan fasilitas landside pada terminal 1A (Domestik) yaitu pada fasilitas terminal penumpang (check in counter, ruang tunggu keberangkatan dan baggage claim), fasilitas aksesbilitas terminal dan fasilitas parkir terminal 1. Selain penambahan jumlah check in counter dan baggage claim devices, kepadatan pada terminal penumpang dapat diatasi dengan check in online dan pemisahan check in counter dengan bagasi dan tanpa bagasi, di samping itu perlu adanya penambahan papan penunjuk jalan yang jelas di sepanjang jalan sebelum titik
Co-Authors ., Muhrozi ., Soebroto Abdullah Abdullah Ade Sjafruddin Aditian Kevin Pratama Agus Taufik Mulyono Ahmad Sazali Aktorina, Wahyu Alfa Narendra Alfin Marpaung Ali Ma'sum Alibaggio, M.Aulia Amelia Kusuma Indriastuti Anak Agung Gede Sugianthara Andika Ainoor Henganingayu Andung Yunianta Ani Tjitra Handayani Anton Susanto Apriadi Simon Harianja Arief Fath Atiya Asep Setyobudiato Asisi, Hayning Santa Bagus Gumilar Iskandar Bambang Haryadi Bambang Purwanggono Bambang Riyanto Bambang Riyanto Banu Ardi Hidayat Briliano Mantriwi Danang Dwi Admojo Dian Wijayanto Djoko Purwanto Doni Ramadhan Doni Ramadhan, Doni Dyah Kusumaningrum Eka Hadi Purwanto Eko Yuli Priyono Endang Purbowati Epf. Eko Yulipriyono Fernanda Asali Ferry Hermawan Fifiana Wisnaeni Galih Widyarini Galih Widyarini Gerson Simbolon Gidion Alamta Silaban Grandy Hellyantoro Hanif Firman Hakim Wasis Hardiyanti Setia Utami Hartomo Sandi Sakti Hayu Rahayu Hayuning Santa Asisi Heru Prastawa Heru Wakhidho, Heru Iin Irawati Indira Ginting Inke Sita Ratnasari Inrda Syahputra Nasution irene Febriyana Ismiyati Ismiyati Ismiyati Ismiyati Ismiyati Ismiyati Jati Utomo Dwi Hatmoko Joice Elfrida Waani Joice Elfrida Waani, Joice Elfrida Karimi, Muh Bahrul Ulum Al Kurnia, Dita Juni Lita, Eleonora Jade Marsha M.Syaiful Afif Mahfuda, Anno Maulana Arifin Meidiana Dwidiyanti Meike Kumaat Misi H. Wijaya Mochamad Agung Wibowo Mochamad Agung Wibowo Mochammad Agung Wibowo Moga Narayudha Mohammad Faldi Fauzi Muchammad Ulil Aidi Muhammad Nauval raka Aris Muhammad rifki hanifan Muhammad Rizal Permadi Muhammad Rizaldi Kresna Raharja Muhrozi . Munawar, Achmad Nahyo . Nahyo Nahyo Nolo Paramarto Nurdin, Rio Nuroji Nuroji Okty Diana Wulan Sari Prabandiyani Prabandiyani Pratiwi, Anik Nurul Priyo Hartono Priyono, Eko Yuli Puji Wibawa Wartadinata Purnomo Purnomo Putmadiat Rochhanif R. Rizal Isnanto R.Ananda Putri Raisha El Kahira Rakhmatika, Rakhmatika Ramadan Ramadan Ramadhanti, Intan Raymon Raymon Raymond Benardus Munthe, Raymond Reska Ayu Yuniar M. Retno Handayani Prastyaningrum Rikki Andreanus Situmorang S. Suripin Sarebni, Ahmad Viky Furqon SATRIYAS ILYAS Saut Martua Hasiholan Saragih Setorini, Andhika Ajengtyas Setyowati, Ro'fah Singgih Prasetyo Siti Mayuni Soebroto . SPR Wardani Sri Prabandiyani Sri Prabandiyani Sri Prabandiyani R. Wardani Sri Prabandiyani R. Wardani, Sri Prabandiyani R. Stefanus Catur Adi Prasetyo Stefanus Catur Adi Prasetyo, Stefanus Catur Adi Sudarno . Sudarno Sudarno Supra nowo SUPRIYONO . SUPRIYONO . Supriyono Supriyono Supriyono Supriyono Supriyono Supriyono Supriyono Supriyono Supriyono Supriyono Supriyono Supriyono Supriyono Supriyono Supriyono Supriyono Suseno Darsono Sutini - Suwarto, Fardzanela Tri Susanto Undayani Cita Sari Wahyudi Kushardjoko Wahyudi Kushardjoko Wardhana A.S, Wisnu Weny Saputri Widi Wantoro Wildan Salasa, Wildan Y.I. Wicaksono Y.I. Wicaksono Y.I. Wicaksono Yahya Anas YI. Wicaksono YI.Wicaksono, YI.Wicaksono Zebta Bernad Siahaan