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All Journal JeLAST : Jurnal Teknik Kelautan , PWK , Sipil, dan Tambang Jurnal Teknik Sipil Jurnal Transportasi Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Menara: Jurnal Teknik Sipil Journal of Indonesia Road Safety Jurnal Riset Rumpun Ilmu Teknik (JURRITEK) International Journal of Mechanical, Electrical and Civil Engineering
Elsa Tri Mukti
Universitas Tanjungpura
Civil Engineering, Building, Construction & Architecture Computer Science & IT Education Engineering Law, Crime, Criminology & Criminal Justice Social Sciences Transportation Other

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METODE PELAKSANAAN PERENCANAAN DESAIN TEBAL PERKERASAN LENTUR DENGAN MENGGUNAKAN METODE BINA MARGA 2024 Parianto, Parianto; Sulandari, Eti; Mukti, Elsa Tri
JeLAST : Jurnal Teknik Kelautan , PWK , Sipil, dan Tambang Vol 12, No 3 (2025): JeLAST Edisi Agustus 2025
Publisher : JeLAST : Jurnal Teknik Kelautan , PWK , Sipil, dan Tambang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jelast.v12i3.98849

Abstract

Perencanaan tebal perkerasan lentur merupakan aspek penting dalam pembangunan infrastruktur jalan untuk menjamin keamanan, kenyamanan, dan keberlanjutan layanan transportasi. Penelitian ini membahas penerapan Manual Desain Perkerasan Jalan (MDPJ) 2024 sebagai pedoman terbaru Bina Marga dalam merancang tebal perkerasan lentur. Metode penelitian dilakukan melalui tahapan pengumpulan data primer berupa data Lalu Lintas Harian Rata-rata (LHR) dan nilai CBR tanah dasar dari uji lapangan memanfaatkan Dynamic Cone Penetrometer (DCP), serta data sekunder seperti data geometrik jalan dan curah hujan dari instansi terkait. Data lalu lintas diolah untuk memperoleh nilai beban sumbu standar kumulatif (CESAL), sedangkan data CBR digunakan untuk menentukan kualitas tanah dasar. Berdasarkan MDPJ 2024, penentuan tebal perkerasan dilakukan melalui analisis umur rencana, distribusi lalu lintas, pertumbuhan lalu lintas kumulatif, serta evaluasi daya dukung tanah. Hasil penelitian menunjukkan bahwa MDPJ 2024 mampu memberikan prosedur perhitungan yang lebih sistematis, efisien, dan akunTabel dalam penentuan tebal perkerasan lentur, serta dapat dijadikan acuan praktis bagi perencana jalan di Indonesia.
ANALISIS PENGARUH PENERAPAN KEBIJAKAN LTOR DAN NLTOR TERHADAP KINERJA SIMPANG BERSINYAL DI KOTA PONTIANAK Juliansyah, Iqbal; Kadarini, S Nurlaily; Mukti, Elsa Tri
JeLAST : Jurnal Teknik Kelautan , PWK , Sipil, dan Tambang Vol 10, No 4 (2023): JeLAST Edisi Desember 2023
Publisher : JeLAST : Jurnal Teknik Kelautan , PWK , Sipil, dan Tambang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jelast.v10i4.74356

Abstract

ABSTRAK  Simpang empat bersinyal yang terletak di antara Jalan Dr Sutomo, Jalan Danau Sentarum, Jalan Dr. Wahidin S, dan Jalan Pangeran Natakusuma merupakan persimpangan yang dilengkapi dengan lampu lalu lintas dan marka LTOR NLTOR. Tujuan penelitian ini ialah untuk menganalisis kinerja simpang empat bersinyal pada kondisi eksisting dan NLTOR serta menganalisis pengaruh penerapan kebijakan belok kiri langsung terhadap kinerja simpang bersinyal. Metode yang digunakan untuk mengalisis adalah metode MKJI 1997 dan metode simulasi VISSIM. Setelah dianalisis menggunakan metode MKJI 1997, didapat hasil kinerja simpang bersinyal eksisting untuk penerapan kondisi eksisting semua pendekat memiliki derajat kejenuhan diatas 0,85 dan tingkat pelayanan F. Pada penerapan kondisi NLTOR semua pendekat memiliki derajat kejenuhan diatas 0,85 dan tingkat pelayanannya dikategorikan F. Simulasi VISSIM untuk penerapan kondisi eksisting menghasilkan LOS D. Sedangkan untuk penerapan kondisi NLTOR menghasilkan LOS F. Karena simpang memiliki derajat kejenuhan diatas 0,85 maka diperlukan penanganan simpang. Rekomendasi alternatif yang terbaik digunakan adalah dengan melakukan pengaturan waktu siklus simpang, penambahan lebar lajur dan penyesuaian lebar lajur LTOR.Kata Kunci: Belok Kiri Langsung, Derajat Kejenuhan, MKJI 1997, Simpang Bersinyal, VISSIM  ABSTRACT  A four-way intersection singalized located between Sutomo Street, Danau Sentarum Street, Dr.Wahidin S. Street, and Pangeran Natakusuma Street is an intersection equipped with traffic light and LTOR NLTOR road sign. The purpose of this research was to determine the performance of signaled intersection in existing conditions and analyze the effect of application left turn on red policy on the performance of signaled intersection. The methods used to analyze are MKJI 1997 method and VISSIM simulation method. After being analyzed using MKJI 1997 method, the results of the performance on existing signaled intersection for application of condition existing each approach has degree of saturation above 0.85 and level of service F. In application of condition NLTOR each approach has degree of saturation above 0.85 and level of service F. VISSIM simulation for the application of condition existing has result LOS D. Meanwhile, for application of condition NLTOR, VISSIM simulation has result LOS F. Because intersection has a degree of saturation above 0.85, handling is needed to reduce degree of saturation. Best alternative recommendations used are adjust the intersection cycle time, add lane width and adjust the width of the LTOR lane.  Keyword: Degree of Saturation, Left Turn on Red, MKJI 1997, Signalized Intersection, VISSIM
SKALA PRIORITAS PENANGANAN JALAN KOTA SINGKAWANG MENGGUNAKAN METODE AHP Rivaldi, Rivaldi; Sumiyattinah, Sumiyattinah; Mukti, Elsa Tri
JeLAST : Jurnal Teknik Kelautan , PWK , Sipil, dan Tambang Vol 12, No 3 (2025): JeLAST Edisi Agustus 2025
Publisher : JeLAST : Jurnal Teknik Kelautan , PWK , Sipil, dan Tambang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jelast.v12i3.98658

Abstract

Pengelolaan infrastruktur jalan di Kota Singkawang masih menghadapi sejumlah kendala. Beberapa ruas jalan belum mendapatkan pemeliharaan atau peningkatan, sementara banyak usulan masyarakat melalui forum Musrenbang dari tingkat kelurahan hingga kota belum terakomodasi dalam APBD. Selain itu, proses penentuan prioritas penanganan jalan masih dipengaruhi oleh pandangan subjektif para pemangku kepentingan. Penelitian ini menggunakan metode Analytical Hierarchy Process (AHP) untuk memberikan bobot kuantitatif pada setiap kriteria penilaian, sehingga prioritas penanganan jalan dapat ditentukan secara sistematis. Metode ini membentuk struktur hirarki berdasarkan persepsi responden, untuk menyederhanakan persoalan kompleks menjadi elemen-elemen yang terukur. Data dikumpulkan melalui wawancara dan kuesioner yang disebarkan kepada 15 responden dari tiga instansi teknis: Dinas PUPR, Dinas Perhubungan, dan Bappeda Kota Singkawang. Kriteria yang dianalisis meliputi LHR, biaya, kondisi jalan, dan tata guna lahan. Proses analisis dilakukan dengan bantuan perangkat lunak Expert Choice. Temuan penelitian ini mengindikasikan bahwa kondisi jalan merupakan kriteria paling berpengaruh dengan bobot 0,600, disusul oleh LHR (0,156), biaya (0,150), dan pemanfaatan lahan (0,094). Jalan yang menjadi prioritas utama penanganan adalah Jalan Conglongkong (0,311), Jalan Wonosari (0,256), Jalan Jembatan 25 (0,243), dan Jalan Sylva Poteng (0,191). Kata Kunci: Analytical Hierarchy Process, Expert Choice, penanganan jalan
Analysis of Public Transportation (Bus) Demand on the Pontianak-Aruk Route Salsabila, Nur Aulia; Mukti, Elsa Tri; Mayuni, Siti
Jurnal Teknik Sipil Vol 25, No 4 (2025): Jurnal Teknik Sipil: Vol 25, No. 4, November 2025
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v25i4.90741

Abstract

The Pontianak–Aruk bus route serves a strategic role in supporting accessibility and mobility in Sambas Regency, particularly in connecting to the Aruk Border Crossing Post (PLBN). The growing population and increasing tourism activity have heightened the demand for safe, affordable, and efficient public transportation. This study analyzes passenger characteristics, estimates Vehicle Operating Costs (VOC), and determines the optimal fleet size. Primary data were collected through observations, interviews, and surveys conducted at the Pontianak and Aruk terminals over three days, while secondary data were obtained from relevant agencies. Using a descriptive quantitative approach, the analysis included load factor, VOC, and fleet requirements based on the break-even point. Results show that most passengers are aged 21–30 years, traveling mainly for homecoming, with affordability as the key factor in choosing buses. The average load factor was 0.63, with 28 passengers per trip; however, headways were irregular and fell below service standards. Operating costs totaled IDR 592,358,000 per year, and the optimal fleet size was determined to be three units, compared to the existing four. These findings suggest the need for fleet adjustment to enhance efficiency and service quality in cross-border public transport.
Evaluasi Kinerja Simpang Tak Bersinyal Dengan Pulau Lalu Lintas di Kota Pontianak: Studi Kasus : Persimpangan Jl. Tebu-Jl. Tabrani Ahmad Muhammad Dzulfikar Andika Satriatama; Elsa Tri Mukti; S. Nurlaily Kadarini
JURAL RISET RUMPUN ILMU TEKNIK Vol. 4 No. 3 (2025): Desember : Jurnal Riset Rumpun Ilmu Teknik
Publisher : Pusat riset dan Inovasi Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55606/jurritek.v4i3.6546

Abstract

The increase in traffic volume in urban areas often triggers various problems, especially at Road intersection points that have a high level of interaction between vehicles. One of the locations that experience these problems is the intersection with the island of traffic without signal on Jl. Tebu-Jl. Tabrani Ahmad, City Of Pontianak. This study aims to analyze the performance of the intersection in the existing condition and project its performance in the next five years (2030), as well as formulate alternative treatment that can improve the smoothness of traffic. The analysis method refers to Indonesian road capacity guidelines (PKJI) 2023 and modeling using software PTV VISSIM. The data collected include intersection geometry, traffic volume, and vehicle speed. Traffic volumes were obtained through CCTV recordings for three consecutive days, then processed and presented in the form of tables and graphs for easy interpretation. The results of the existing condition analysis showed that the degree of saturation (DS) reached 0.407 with an average delay of 9.539 seconds (Level of Service/LOS B) based on PKJI, while VISSIM simulation resulted in a delay of 12.54 seconds (LOS B). The five-year projection (2030) shows an increase in DS to 0.878 with a delay of 15.177 seconds (LOS C) from PKJI, and 23.35 seconds (LOS C) from VISSIM, which indicates a decrease in Junction performance as traffic grows. Two handling alternatives were analyzed, namely the construction of roundabouts and the implementation of traffic flow management. VISSIM simulation shows that the roundabout can reduce the delay to 14.31 seconds with a queue length of 20.34 m (LOS B), while the flow management produces a delay of 11.81 seconds with a queue of 13.14 m (LOS B). This result confirms that both alternatives are able to improve the performance of the intersection compared to the projected condition without handling, so that it can be a technical recommendation for urban traffic planning in Pontianak.
Traffic Accident Rates by Transportation Mode on the National Road Between Pontianak and Sintang Regency Betty, Klara Trianisa; Mayuni, Siti; Mukti, Elsa Tri
Jurnal Teknik Sipil Vol 25, No 1 (2025): Vol 25, No 1 (2025): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2025
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v25i1.87211

Abstract

As the capital city of Kalimantan Barat, Pontianak serves as a center for government, trade, industry, and services. This role contributes to high land transportation mobility between Pontianak and Sintang Regency, increasing vehicle volume on the national road connecting the two regions. Consequently, the traffic accident rate on this road segment is relatively high and involves various types of vehicles. This research analyzes the traffic accident rate based on transportation modes to formulate mitigation strategies. The analysis includes categorizing accident characteristics and calculating accident rates based on the incident number and vehicle types. The findings indicate that motorcycles account for the highest number of traffic accidents, whereas buses have the lowest accident rate. The road segment with the highest accident rate is the Tebelian "“ Sintang Limits section, with a Rate of Accidents (RA) of 0,642 in 2023. Additionally, motorcycles recorded the highest accident rate on the same road segment, with an RA of 1,101 in 2023. of the road segment length influences the accident rate, where longer road sections tend to have lower accident rates despite a high number of accidents. Mitigation efforts include improving road infrastructure, enhancing traffic safety facilities, and increasing public awareness of safe driving practices.
International Roughness Index (IRI) Assessment Based on The Application of ROADBUMP and ROADROID on Sei Duri-Mempawah Road Section Januarsih, Hafizah; Kadarini, S. Nurlaily; Mukti, Elsa Tri
Jurnal Teknik Sipil Vol 24, No 3 (2024): Vol 24, No 3 (2024): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i3.82817

Abstract

The research assessed the condition of the Sei Duri-Mempawah road segment using the International Roughness Index (IRI) to determine surface roughness. Two smartphone applications, Roadbump and Roadroid, were evaluated against traditional laser profilometers to measure IRI values. The results indicate that at a speed of 20 km/h, the Roadbump application showed that 26% of the left lane was in good condition, with moderate, slightly damaged, and severely damaged segments accounting for 68%, 4%, and 2%, respectively. For Roadroid at the same speed, the left lane's condition was 76% good, while moderate, slightly damaged, and severely damaged conditions were at 16%, 3%, and 5%. Both applications demonstrated variations in IRI values at higher speeds, with Roadroid generally yielding higher roughness levels than Roadbump. Comparative analysis revealed that Roadbump at 40 km/h provided results closer to the laser profilometer, with up to 78% similarity on the left lane. However, the correlation analysis with BPJN data revealed weak correlations for most cases, except for a stronger relationship (R = 0.5521) between the 40 km/h Roadbump application and the laser profilometer. Thus, Roadbump at 40 km/h is recommended for practical field assessments.
THE ASSESSMENT OF NATIONAL ROAD SURFACE CONDITIONS ANALYSIS BASED ON THE INTERNATIONAL ROUGHNESS INDEX (IRI) METHOD USING ROADBUMP APPLICATION Tambunan, Franzsio Gratio; Mukti, Elsa Tri; Kadarini, Siti Nurlaily
Jurnal Teknik Sipil Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i2.63875

Abstract

Roads are infrastructure that has a vital role for the community in supporting social and economic activities. Therefore, appropriate handling information is needed for road maintenance and improvement to be on target. One of the methods used is the International Roughness Index (IRI) method with the help of the Road bump application. The purpose of this study is to analyze and recommend handling road surface conditions, as well as to test the validity of the Road bump application with a Laser Profilometer. This research was conducted on the 10 KM section of Trans Kalimantan Road. Comparative data is obtained from secondary data issued by BPJN in 2021 using the Laser Profilometer tool. This study found that the condition of the Trans Kalimantan Road was 80% in the excellent category, 18% in the moderate category, and 2% in the slightly damaged category, and had similarities with the BPJN IRI value of 95%. Road bump also tends to the IRI value to be greater than the BPJN IRI value. Based on the results of this study, the Road bump application can be used as an alternative tool for measuring road surface conditions using the International Roughness Index (IRI) method.
Damage Condition Analysis Of Semparuk "“ Bentunai Road With Surface Distress Index (SDI) And Bina Marga Method Firmandari, Uray Rima; Mukti, Elsa Tri; Mayuni, Siti
Jurnal Teknik Sipil Vol 25, No 3 (2025): Vol 25, No 3 (2025): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2025
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v25i3.90439

Abstract

Road infrastructure plays a vital role in socio-economic development but is highly prone to deterioration caused by aging, drainage deficiencies, and increasing traffic loads. This study analyzes the damage condition of the Semparuk"“Bentunai Road, a 20.7 km Class IIIA district road in Sambas Regency, focusing on a 3.2 km section identified as severely damaged, using the Surface Distress Index (SDI) and the Bina Marga method. The SDI assessment revealed two dominant types of damage, namely cracking (16.58 m ² or 0.16%) and potholes (372.53 m ² or 3.58%), with segments 1"“20 categorized as severely damaged requiring reconstruction, and segments 21"“26 categorized as moderately damaged requiring routine maintenance. In comparison, the Bina Marga method identified six types of damage, including alligator cracks (7.63 m ²), transverse cracks (1.05 m ²), longitudinal cracks (5.96 m ²), edge cracks (1.86 m ²), potholes (372.53 m ²), and grain release (0.08 m ²). The calculated Priority Order (PO) value was 12, indicating the road falls under the Routine Maintenance Program, with recommended treatments such as paving, crack filling, pothole patching, and leveling in accordance with the 2011 Bina Marga Standard. Both methods consistently identified potholes as the most critical form of distress, although the SDI approach emphasizes severity-based classification while the Bina Marga method provides a more comprehensive prioritization framework. The integration of both approaches is therefore recommended to support effective road asset management and the formulation of maintenance strategies tailored to actual field conditions.
THE IMPACT OF EXCESS CARGO LOADED ON THE SERVICE LIFE OF THE PAVEMENT PLAN ON JALAN KHATULISTIWA, SIANTAN HILIR, SUB-DISTRICT PONTIANAK UTARA, KOTA PONTIANAK Rizki, Devi Novalia; Mukti, Elsa Tri; Kadarini, S. Nurlaily; Said, Said; Sumiyattinah, Sumiyattinah
Jurnal Teknik Sipil Vol 22, No 2 (2022): JURNAL TEKNIK SIPIL EDISI DESEMBER 2022
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v22i2.57503

Abstract

This study aims to review the impact of overload vehicle overload, vehicle damage capacity (VDF) on flexible pavement and decrease the service life of flexible pavement on Jalan Khatulistiwa. The method used is to analyze the service life of pavement based on the cumulative ESAL results for each change in load weight. The survey was conducted on Jalan Khatulistiwa in 2022. The data on vehicle weighing results was obtained from UPPKB Siantan using data in 2021. LHR data was obtained from the Pontianak P2JN office in 2020  and 2021. The study was carried out using the 1993 AASHTO method and the 2017 Highways. From the calculation results in the 20th year, the W18 value for the plan is 96,974,719.09 ESAL and the W18 overload in the 20th year is 110,929,554.2 ESAL. The increase in the value of W18 resulted in a decrease in the service life in the 19th year, namely the Ri value of -1.341% and in the 20th year the value of Ri was -14.390% whereas under normal conditions the value of Ri in the 20th year was 0%.    Meanwhile, the remaining life of the plan caused by the addition of a 5% simulation load is the remaining 18,556 years and 100% of the remaining plan life is 9,297 years.
Co-Authors - Akhmadali - Haryadi - Sumiyattinah A.S., M. Zulfikar Abang Heruadji Hutama Ade Sjafruddin Adinda Zulviana Aditya Renaldi Adna, Serafina Gebria Aine Kusumawati Akhmadali Akhmadali Akhmadali Akhmadali Akhmadali Akhmadali, Akhmadali Aldiansyah, Rizky Okta Alvens Robby Dwi Tama Sinurat Alvisha, Dio Amnesi, Tobi Bintario Anastasia Caroline Sutandi Andi Tri Wicaksono Andry Phan Apriansyah Ar, Rosandri Ardhanihan, Fahrul Arfando, Gio Arief, Elin Prasanty Aulia, Nurul Rahmi Betty, Klara Trianisa Bhaskara, Galih Surya Budi Setiawan Chiapara, Ineke Darmawan, Hifzhan Hanif Denisa Nurhabibah Desi, Regina Dian, Ansela Brigita Ditama, M Fachri Mulya Eti Sulandari Evan Evan Fachriansyah, Chairul Fajar Budiarto Fajri Husaini Husaini Ferry Juniardi Ferry Juniardi Fikriyah, Naimatul Fiqri Nurhadi Firmandari, Uray Rima Fitrah, Nur Nahriyah Maulidatul Gatot Setya Budi Geraldo Dewantara Gunawan, Urai Gusti Eri Fitriyadi H., M. Naufal Hardika, Teodolus Heri Azwansyah Heri Azwansyah Hermanus, Hermanus Hervian Handika Sugasta Herwani . Hijjratul Ashry Shaumi Atthariq Imanuel T. Jordan Indigo, Joerka Wednesday Irfanda, Yudis Irwandi Irwandi Januarsih, Hafizah Jemi, Marlianilius Juliansyah, Iqbal Kadarini, S. Nurlaily Kadarini, S. Nurlaily Kartini Kartini Komala Erwan Kurniasari, Novia Lase, Firman Kornel Linnisa, Orva Lo, Oktaviani Chelin Lusiana Lusiana Madjid, Rialdi Zulkifli Matheus, Agustian Mira Armiza Muhammad Dzulfikar Andika Satriatama Muhammad Ferdiansyah, Muhammad Muhammad Riski, Muhammad Nababan, Rina Noviana Nanda, Fabianus Nanta, Paskalis Beni Natalis Deni Nico Hendrawan Pratama Putra Nisa, Marfiratun Nisa, Selvi Chairun Nova Kartika Jalanastri Nur ‘Azah Nurhayati Nurhayati Nurhayati Nusantara, Satria Oktomi, Abang Vebri Parianto, Parianto Parindu, Ragil Satria Pribadi, Ramadhan Puspita, Windy Eka Putra, Abi Erlangga Putri Rismawati Putri, Hasanarrachmawati Arnie Putri, Nurul Aulia Putri, Sesilia Kethavienda Queeny Nirvana Mindy Kadsulatida R M Rustamaji Rahmini, Feby Dwi Ramadhoni, Eggy Putra Rezyantara Adekmas Senna Rivaldi, Rivaldi Rizki, Devi Novalia Rudi S. Suyono Rudi Sugiono Suyono Rudi Sugiono Suyono Rudi Sugiono Suyono, Rudi Sugiono Ruskamdi Rustamadji, R M S Nurlaily Kadarini S. Nurlaily Kadarini Said Basalim Said Said Said Said, Said Said, Said Said Salsabila, Nur Aulia Saputra, Andhika Sahid Saraswati, Tiara Satriatama, M.Dzulfikar Andika Sayuti, Ilham Muhammad Septiana, Salsabilla Septianingsih, Dwi Anggun Setiawan, Vebri Agus Siregar, Faris Akmal Siti Mayuni Siti Nurlaily Kadarini, Siti Nurlaily Slamet Widodo Slamet Widodo Sonya Sulistyono Stefanus, Stefanus Styawan, Dicky Sumiyattinah, Sumiyattinah Sumiyattinah Syughanda, Heryawan Tambunan, Franzsio Gratio Verdiyanti, Nuria Eka Vivi Bachtiar Widia, Regina Wijayanto, Muhammad Agung Windy Indri Juliyanti Wulandari, Rizky Dwi Yudiestira, Pedro Jefferson Yuni Tri Astuti Zulkarnaen, Dedy