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All Journal Teknik Sipil dan Arsitektur Jurnal Teknik Sipil Techno.Com: Jurnal Teknologi Informasi Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains JURNAL SIPIL SAINS Teras Jurnal RACIC : Rab Construction Research SELAPARANG: Jurnal Pengabdian Masyarakat Berkemajuan SIKLUS: Jurnal Teknik Sipil JMTS: Jurnal Mitra Teknik Sipil Journal of Applied Engineering and Technological Science (JAETS) JURNAL TEKNIK SIPIL UNAYA Jurnal Teknik Sipil dan Arsitektur Jurnal Pengabdian Masyarakat Indonesia Multica Science and Technology Akselerasi Jurnal Ilmiah Teknik Sipil Teknika Journal of Infrastructure and Civil Engineering Sisfo: Jurnal Ilmiah Sistem Informasi JOMPA ABDI: Jurnal Pengabdian Masyarakat SAINSTEK Jurnal Teknologi & Rekayasa Sipil BATOBO: Jurnal Pengabdian Kepada Masyarakat Jurnal Malikussaleh Mengabdi Hawa : Jurnal Pemberdayaan Dan Pengabdian Masyarakat (HAWAJPPM) Journal of Infrastructure and Construction Technology
Edi Yusuf Adiman
Universitas Riau
Religion Agriculture, Biological Sciences & Forestry Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Mechanical Engineering Medicine & Pharmacology Nursing Physics Public Health Social Sciences Transportation Other

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PERBANDINGAN HASIL ANALISIS PANJANG ANTRIAN MENGGUNAKAN METODE MKJI, HCM DAN AUSTROADS TERHADAP PANJANG ANTRIAN LAPANGAN Wandes Leonardo Siahaan; Edi Yusuf Adiman; Sri Djuniati
JMTS: Jurnal Mitra Teknik Sipil Volume 6, Nomor 3, Agustus 2023
Publisher : Prodi Sarjana Teknik Sipil, FT, Universitas Tarumanagara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24912/jmts.v6i3.24156

Abstract

An intersection is part of a road network system which is a point where two or more roads meet or cross. The problem with signalized intersections is the occurrence of queues which result in delays. In the development of science, several methods emerged that could be used to determine the length of the queue that occurred in the field. The calculation of the queue length for signalized intersections is carried out using three methods, namely MKJI 1997, HCM 2010 and Austroads 2017, then the results of the queue length analysis from the three methods are compared with the queue length which is close to the results of the queue length measured at the Soekarno-Hatta Road Intersection - Jalan Durian - Dharma Bakti Street, Pekanbaru City. The difference in the length of the field queue with the 1997 MKJI method is in the north 400.95 m, south 217.78 m, west 262.90 m and east 283.40 m. The difference in the length of the field queue with the HCM 2010 method is in the north of 49.88 m, the south of 11.72 m, the west of 36.06 m and the east of 66.56 m. The difference in the length of the field queue with the Austroads 2017 method is in the north, which is 120.89 m, south 68.16 m, west 9.81 m and east 22.03 m. The queue length with the HCM 2010 method is closer to the length of the vehicle queue measured directly in the field on the major road, namely Soekarno-Hatta Street with a percentage of 30.27% and 6.24%, while the vehicle queue measured directly on minor roads, namely Jalan Durian (East) and Jalan Dharma Bakti (West) is closer to the queue length measured by the Austroads 2017 method with percentages of 11.02% and 23.79%. Abstrak Persimpangan adalah bagian dari sistem jaringan jalan yang merupakan sebuah titik dimana dua atau lebih ruas jalan bertemu atau bersilang. Masalah pada simpang bersinyal adalah terjadinya antrian yang mengakibatkan terjadinya tundaan. Dalam perkembangan ilmu pengetahuan muncul beberapa metode yang dapat digunakan untuk mengetahui kondisi panjang antrian yang terjadi di lapangan. Perhitungan panjang antrian simpang bersinyal dilakukan menggunakan tiga metode yaitu MKJI 1997, HCM 2010 dan Austroads 2017, kemudian hasil analisis panjang antrian dari ketiga metode tersebut dibandingkan dengan panjang antrian yang mendekati dengan hasil panjang antrian yang diukur di Simpang Jalan Soekarno-Hatta – Jalan Durian – Jalan Dharma Bakti Kota Pekanbaru. Perbedaan panjang antrian lapangan dengan metode MKJI 1997 adalah pada pendekat utara 400,95 m, selatan 217,78 m, barat 262,90 m dan timur 283,40 m. Selisih panjang antrian lapangan dengan metode HCM 2010 adalah pada pendekat utara sebesar 49,88 m, selatan sebesar 11,72 m, barat sebesar 36,06 m dan timur sebesar 66,56 m. Selisih panjang antrian lapangan dengan metode Austroads 2017 adalah pada utara yaitu 120,89 m, selatan 68,16 m, barat 9,81 m dan timur 22,03 m. Panjang antrian dengan metode HCM 2010 lebih mendekati panjang antrian kendaraan yang diukur langsung di lapangan pada jalan mayor yaitu Jalan Soekarno-Hatta dengan persentase 30,27% dan 6,24%, sedangkan antrian kendaraan yang diukur langsung pada jalan minor yaitu Jalan Durian (Timur) dan Jalan Dharma Bakti (Barat) lebih mendekati panjang antrian yang diukur dengan metode Austroads 2017 dengan persentase yaitu 11,02% dan 23,79%.
EFEKTIVITAS RUMBLE STRIPS DALAM MEREDUKSI KECEPATAN ARUS LALU LINTAS DI JALAN LINGKUNGAN UNIVERSITAS RIAU Benny Hamdi Rhoma Putra; Edi Yusuf Adiman; M. Rilly A Yogi; Choryn Munadiyatul Haq; Elianora Elianora
Racic : Rab Construction Research Vol 8 No 2 (2023): DESEMBER
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v8i2.2871

Abstract

Universitas Riau (UNRI) Kampus Binawidya memiliki luas lahan hampir 700 Ha yang terdiri dari 10 Fakultas. Dengan kondisi perkerasan jalan yang baik dan jarak antar fakultas yang berjauhan menjadikan karakteristik kecepatan operasional kendaraan di dalam Jalan Lingkungan UNRI menjadi tinggi. Kecepatan kendaraan yang tinggi menimbulkan masalah keselamatan lalu lintas berupa meningkatnya probabilitas kejadian kecelakaan lalu lintas. Salah satu rekayasa lalu lintas yang telah diterapkan pada Jalan Lingkungan UNRI adalah dengan dipasangnya Pita Penggaduh (Rumble strips) pada banyak titik di Jalan Lingkungan kampus. Tujuan awal dengan dipasangnya pita penggaduh ini adalah untuk menurunkan kecepatan operasional kendaraan (traffic calming) dan mereduksi kemungkinan terjadinya kecelakaan. Pengumpulan data kecepatan kendaraan dilakukan pada 3 titik rumble strips pada 3 hari kerja yaitu senin, rabu dan jumat. Penelitian ini bertujuan untuk menganalisis efektivitas rumble strips dalam mereduksi kecepatan arus lalu lintas di jalan lingkungan Universitas Riau, yakni pada Jalan Muchtar Lutfi, jalan di samping Musholla Rektorat, dan jalan di depan Faperta. Metode pengambilan data melalui survei kecepatan rata-rata kendaraan sepeda motor (MC) dan mobil penumpang (LV). Analisis perbandingan penurunan kecepatan kendaraan ketika melewati rumble strips menggunakan uji chi-square. Hasil uji chi-square menunjukkan tidak ada perubahan kecepatan rata-rata kendaraan yang signifikan dipengaruhi oleh rumble strips agar mencapai batas izin kecepatan kendaraan 40 km/jam di Universitas Riau. Fenomena ini muncul karena desain rumblestrips tidak sesuai dengan Peraturan Menteri Perhubungan Republik Indonesia Nomor PM 82 Tahun 2018 baik dari jumlah dan dimensi. Rekomendasi yang dapat diterapkan adalah menyesuaikan dengan desain ketentuan, dan melengkapi rublestrips dengan rambu peringatan hati hati dan marka lambang.
PRESERVASI PERKERASAN LENTUR BERDASARKAN NILAI KONDISI JALAN MENGGUNAKAN METODE PCI DI JALAN SRIKANDI KOTA PEKANBARU Edi Yusuf Adiman; Rizqy Ridho Praksa; Ridwan Frestantio; Aulia Akbar Nadim; Ahmad Rilwanu Ribbiyuan; Khairul Amri
Racic : Rab Construction Research Vol 8 No 2 (2023): DESEMBER
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v8i2.2922

Abstract

Pavement preservation in urban areas can increase population mobility. So that the road maintenance treatments are not only concentrated on arterial roads. This research aims to determine the road conditions and preservation treatments of flexible pavement on one of the collector roads in Pekanbaru City, that's on Srikandi Street. Types of distress in flexible pavements were obtained by visual survey at the location. The road is divided into 12 sections, where each section is 200 meters apart. Pavement condition assessment method using the Pavement Condition Index (PCI). The results of the pavement condition assessment analysis, the PCI average on Srikandi Street is 72.75 (satisfactory). Pavement preservation activity required on Srikandi Street is routine maintenance on sections 1, 3, 4, 6, 7, 8, and 10, with the treatment by patching, leveling, crack sealing, and sealcoating; preventive maintenance on sections 2, 5, 9, and 11, with the treatment by nonstructural overlay using a Thin Hot Mix Asphalt (THMA); and pavement rehabilitation in section 12, with the treatment by mill and inlay.
Tingkat Kepatuhan Pengendara Sepeda Motor terhadap Lampu Lalu Lintas di Simpang Bersinyal (Studi Kasus Simpang Tabek Gadang Pekanbaru) Halimah Tusaddiah; Edi Yusuf Adiman; Elianora
Jurnal Teknologi dan Rekayasa Sipil Vol. 2 No. 1 (2023): VOL 2 NO 1 (JULI 2023)
Publisher : Departemen Teknik Sipil, Fakultas Teknik Universitas Riau

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56208/jtrs.v2.i1.hal28-33

Abstract

The existence of traffic lights plays an important role in regulating traffic to reduce congestion and the number of accidents. One of the traffic violations committed by motorists is a violation of traffic lights. This study aims to determine the condition of traffic lights and determine the level of compliance of motorcyclists at the Tabek Gadang Intersection. The method used is descriptive analysis. Data collection was carried out by direct observation for one week at 09.00-11.00 and 16.00-18.00. From the results of this study, it can be concluded that the condition of the traffic lights at Simpang Tabek Gadang that are still functioning are red and green. The lamp cycle time for each phase is 137 seconds. The total number of motorcycle riders who passed the Gadang Tabek intersection during the observation period was 107,517 vehicles, 88,336 compliant drivers with a percentage of 82.2% and 19,181 non-compliant vehicles with a percentage of 17.8%. Based on the day of observation, the highest compliance occurred on weekdays at 09.00-11.00 with the very compliant category of 85.1%. Meanwhile on the dayweekend highest adherence at 09.00-11.00 at 83.7%. Based on the highest compliance arm occurred in the HR. Soebrantas Barat arm of 86.9%.
ANALYSIS OF NOISE MEASUREMENTS IN THE WORK AREA TO THE OPERATOR'S HEARING IN THE PROCESS DEPARTMENT USING THE WORK SEMPLING METHOD Bakhtiar Bakhtiar; Edi Yusuf; Muhammad Reza Fahlevi
Multica Science and Technology Vol 3 No 1 (2023): Multica Science and Technology
Publisher : Universitas Mulia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47002/mst.v3i1.428

Abstract

PT. Ika Bina Agro Wisesa (IBAS) is one of the palm oil mills on the island of Sumatra, Indonesia. This palm oil factory is located in the village of Guha Uleue, Kuta makmur District, North Aceh District, Aceh province. The problem in this study is to identify and deal with the problems encountered by applying theory and concepts with work and idle calculations carried out using work sampling data on 3 operators in the Drying department. The research was carried out with the work and idle calculation time being carried out for 1 week. All Operators working on the production floor work from 08.00 to 16.00 with breaks from 12.00 to 13.00. The number of minutes from 08.00-12.00 and 13.00-16.00 means the total population in this study is 84. The purpose of this study is to analyze the measurement of noise in employees as seen from the effect of noise. The effect of noise will later be used to determine what is the influence of noise by each employee to complete his work in the process department. As for the results of this study there is an analysis of noise measurements using a Sound Level Meter (SLM) which has a noise level between 81.3 dB(A) to 88.9 dB(A). then PT. Ika Bina Agro Wisesa has a hearing protection program contained in the HSE Code of Practice-00612. The results of the study of measuring noise intensity 8 working hours for the operator position on Personal Noise Level dB (A) boiler 84.4, Personal Noise Level dB (A) polishing drum is 81.3, Personal Noise Level dB (A) ripple mill 88.9 and finally Personal Noise Level dB (a) The sterilizer is 67.7. this is in line with the Decree of the Minister of Manpower and Transmigration No. 13 of 2011 and the Decree of the Minister of Energy and Mineral Resources of the Republic of Indonesia No. 1827 of 2018 which is used to analyze and control noise in the processing plant area.
Determining the Quality of Earthquake Resistant House Buildings Using Simple Additive Weighting (Saw) and Technique For Order Of Preference By Similarity To Ideal Solution (Topsis) Burhanuddin Burhanuddin; Bakhtiar; Emi Maulani; Edi Yusuf
Multica Science and Technology Vol 4 No 1 (2024): Multica Science and Technology
Publisher : Universitas Mulia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47002/mst.v4i1.850

Abstract

This research aims to evaluate the quality of house buildings using the Simple Additive Weighting (SAW) model and Technique for Order of Preference by Similarity to Ideal Solution (TOPSIS). This research uses six main criteria to assess building quality: Material strength, structural design, foundation, construction technology, construction quality, construction costs. With these six variables in determining the evaluation of house building materials. Determining the final ranking of these alternatives is based on their proximity to the ideal solution. Type A House, Type B House, Type C House, Type D House, Type E House and the weight value for each house C1 = 0.2; C2 = 0.1 ; C3 = 0.15 ; C = 0.20 ; C = 0.15; C = 0.2%. The ranking results for Type A Houses were 0.871, Type B Houses 0.874, Type C Houses 0.813, Type D Houses 0.976 and Type E Houses 0.959. The largest value is in Type D House 0.976 so the alternative Type D House 0.976 is the alternative chosen as the best alternative. Meanwhile, the ranking results for the topsis model for Type A Houses are 0.5423, Type B Houses are 0.5302, Type C Houses are 0.2709, Type D Houses are 0.8515 and Type E Houses are 0.959. The largest value is for Type D House 0.976 so that the Type E House alternative 0.8227 is the alternative chosen as the best alternative for Type E house. The research results show that the combination of the SAW and TOPSIS methods is effective in providing a comprehensive and objective evaluation of the quality of earthquake resistant house buildings. . The results of this research can be applied practically in the construction industry to improve the quality of earthquake-resistant house buildings, helping make more accurate and objective decisions.
Potensi Penggunaan Agregat RAP (Reclaimed Asphalt Pavement) Terhadap Campuran SMA (Stone Matrix Asphalt) Edi Yusuf Adiman; Benny Hamdi Rhoma Putra; Muhammad Rilly Aka Yogi
Siklus : Jurnal Teknik Sipil Vol. 9 No. 1 (2023)
Publisher : Program Studi Teknik Sipil Fakultas Teknik Universitas Lancang Kuning

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31849/siklus.v9i1.11810

Abstract

The advantage of using RAP (Reclaimed Asphalt Pavement) materials in road pavement has economic and environmental benefits. The RAP materials are used in the form of bitumen only, aggregates only, or both of them. This study proposes to determine the potential of RAP aggregate as a material for an SMA mixture. The variation of RAP aggregate in this study is based on function use, the nominal maximum aggregate size (NMAS), and minimum thickness of use from the results of the RAP aggregate test. The method in the manufacture and testing of specimens using the Marshall method. From the results of the testing and analysis of the RAP aggregate, the variations in RAP aggregate used in this study were 0%, 33%, and 47%. The results of the marshall test on the SMA mixture, the optimum bitumen content (OBC) of the RAP 0% was 6.23%, and the RAP 33% was 6.1%, while the RAP 47% OBC could not be determined because it did not fulfill standard requirements of the Marshall based on the value of VMA and VITM. From these results, the potential use of RAP aggregate for SMA mixtures is 33%. This value is the percentage of the RAP aggregate potential in the SMA mixture that fulfills the standard requirements of the Marshall and testing aggregate.
Optimalisasi Desain Simpang Bersinyal Terkoordinasi Menggunakan Software VISSIM Adiman, Edi Yusuf; Wulandika, Mia; Putra, Benny Hamdi Rhoma; Praksa, Rizqy Ridho
Techno.Com Vol. 23 No. 3 (2024): Agustus 2024
Publisher : LPPM Universitas Dian Nuswantoro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.62411/tc.v23i3.11292

Abstract

Penelitian ini bertujuan untuk memperoleh desain antar simpang bersinyal yang terkoordinasi secara optimal sehingga dapat mengurangi tundaaan kendaraan yang terjadi. Metode yang digunakan adalah dengan memodelkan simpang dan melakukan mikrosimulasi berbasis software VISSIM. Pembuatan model melalui proses kalibrasi dan validasi dengan melakukan pengubahan pada parameter-parameter perilaku pengemudi agar diperoleh model yang mendekati keadaan lapangan. Studi kasus penelitian ini yaitu pada dua simpang yang ada di Jalan Ahmad Yani Kota Pekanbaru. Hasil pembuatan model dengan software VISSIM yang digunakan untuk proses simulasi menunjukkan model dapat diterima dengan sangat baik dengan hasil uji nilai GEH sebesar 0,9 dan MAPE sebesar 5,72%. Dari hasil simulasi model kondisi eksisting menunjukkan bahwa rata-rata tundaan kendaraan di kedua simpang pada Jalan Ahmad Yani sebesar 35,98 detik dengan tingkat pelayanan D (kurang baik). Desain simpang bersinyal terkoordinasi yang optimal diperoleh dengan menerapkan waktu siklus menjadi 100 detik. Berdasarkan hasil simulasi model, desain simpang bersinyal terkoordinasi ini dapat menurunkan rata-rata tundaan kendaraan di Jalan Ahmad Yani menjadi 24,83 detik dengan tingkat pelayanan meningkat menjadi C (cukup baik).   Kata kunci: simpang bersinyal terkoordinasi, VISSIM, tundaan kendaraan, tingkat pelayanan
Penetapan Rute dan Jumlah Unit Angkutan Kota Pada Kawasan Aglomerasi Kota Samarinda Kabupaten Kutai Kartanegara Prakasa, Rizqy Ridho; Audah, Safridatul; Putra, Benny Hamdi Rhoma; Adiman, Edi Yusuf; Ersyi Darfia, Novreta
Journal of Infrastructure and Civil Engineering Vol. 4 No. 3 (2024)
Publisher : Program Studi Teknik Sipil Sekolah Tinggi Teknologi Pekanbaru

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35583/jice.v4i3.62

Abstract

Kota Samarinda merupakan salah satu rencana kota penyangga kawasan lbu Kota Negara (IKN) yang berlokasi di Kutai Kartanegara dan Penajam Paser Utara. Nantinya terbentuk kawasan aglomerasi perkotaan baru yang merupakan perkembangan dari lbu Kota Samarinda (Urban Sprawl). Pada kawasan aglomerasi ini belum direncanakan angkutan kota yang menghubungkan antar zona pada kawasan aglomerasi. Maksud dari penelitian ini untuk mengetahui pemodelan transportasi yang ideal terhadap kawasan aglomerasi. Pada tahap analisis ini, ada beberapa metode yang dilakukan yaitu penentuan zonasi, metode trip generation, metode trip distribution, dan metode trip assignment. Hasil yang didapatkan pada penelitian yaitu terbentuknya pemodelan transportasi pada kawasan aglomerasi berupa rute yang terkoneksi antar zona pada kawasan aglomerasi, dimana penentuan titik akhir rute angkutan kota terletak di Terminal Sungai Kunjang. Hal ini sebagai pendukung pengembangan penggunaan Terminal Sungai Kunjang, dimana terminal ini merupakan Type B yang ada di Kota Samarinda. Jumlah angkutan perkotaan yang beroperasi 8-10 unit dengan kapasitas bus sedang untuk 33 penumpang.
Analisis Perbandingan Tingkat Kerusakan Jalan Pada Perkerasan Lentur Dengan Metode PCI Dan Metode SDI (Studi Kasus: Jalan As-Shofa Pekanbaru) Sandyna, Aisyah Nurfakhirah; Elfichra, Ayu; Aqilla, Azzahra; Novaldi, Kevin; Edi Yusuf Adiman
Journal of Infrastructure and Civil Engineering Vol. 2 No. 2 (2022)
Publisher : Program Studi Teknik Sipil Sekolah Tinggi Teknologi Pekanbaru

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35583/jice.v2i2.20

Abstract

Bina Marga has produced many methods to identify the types of road damage. IRI (International Roughness Index) and SDI (Surface Distress Index) are several methods that can be applied routinely to determine road functionality. In this study, primary data was obtained in the form of road damage dimensions such as length, width, depth of damage to obtain SDI and PCI values obtained based on the results of a survey of road conditions along 1.1 km and secondary data in the form of previous literature studies. This study aims to compare the level of road damage based on PCI and SDI methods. Based on the results of the comparison of road damage using the PCI and SDI methods, with a distance of 100 meters, the SDI values in the range of 0 – 95 are obtained. In addition, PCI values are also obtained with a range of 12% - 64%. In general, the condition of the roads on Jalan Fajar Ujung, Simpang Payung Sekaki Camat Office to Jalan Asshofa. In general, the condition of road damage is in the moderate to near bad category, so that in order to maintain the proper use of the road, road repair and maintenance is required.
Co-Authors Adelia Nur Annisa Ahmad Rilwanu Ribbiyuan Aisyah Nurfakhirah Sandyna Alex Kurniawandy Angga Pratama Aprilia, Khoirunnisa Aqilla, Azzahra Arief Setiawan Aulia Akbar Nadim Ayu Elfichra Azzahra Aqilla Bakhtiar Benny Hamdi Rhoma Putra Burhanuddin Burhanuddin Burhanuddin Choryn Munadiyatul Haq Cut Ita Erliana Defi Irwansyah Elfichra, Ayu Elianora - Emi Maulani Ermiyati - Halimah Tusaddiah Hendra Taufik Ikhlasul Febrianto Imam Suprayogi Kevin Novaldi Khairul Amri Leo Santosa, Leo Lyona, Vinka M. Rilly A Yogi Mardani Sebayang Masril Masril MG, Intan Monica Mudjiatko Muhammad Muhammad Naufal Nabil Fahsa Muhammad Reza Fahlevi Muhammad Shiddiq Firman Abdullah Niken Ayu Pamukas Novaldi, Kevin Novreta Ersyi Darfia Praksa, Rizqy Ridho Resmi Arianti Rian Trikomara Iriana Ridwan Frestantio Rizqy Ridho Prakasa Rizqy Ridho Praksa S Siswanto Saberina Hasibuan Safridatul Audah Sandyna, Aisyah Nurfakhirah Sayed Fachrurrazi Siswanto Sri Djuniati Syafriadiman, Syafriadiman Tommy Iduwin Wandes Leonardo Siahaan Wiwik Handayani Wulandika, Mia Yenita Morena Yogi, Muhammad Rilly Aka Yohana Lilis Handayani Yuda Pranata, Agus Yuliana Putri