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All Journal MEDIA KOMUNIKASI TEKNIK SIPIL Teknik Sipil dan Arsitektur PILAR Jurnal Teknik Sipil Sinergi Jurnal Tataloka Plano Madani : Jurnal Perencanaan Wilayah dan Kota Jurnal Rekayasa Sipil RACIC : Rab Construction Research The Spirit of Society Journal : International Journal of Society Development and Engagement Dinamisia: Jurnal Pengabdian Kepada Masyarakat Jurnal Rekayasa Sipil Jurnal Ilmiah Rekayasa Sipil JURNAL REKAYASA Prosiding National Conference for Community Service Project Community Development Journal: Jurnal Pengabdian Masyarakat Jurnal Teknik Sipil dan Arsitektur Journal of Civil Engineering and Planning (JCEP) Indonesian Journal of Multidisciplinary Science CRANE: Civil Engineering Research Journal INJURITY: Journal of Interdisciplinary Studies Jurnal Ekonomi, Teknologi dan Bisnis Reinforcement Review In Civil Engineering Studies and Management Conference on Management, Business, Innovation, Education and Social Sciences (CoMBInES) Conference on Community Engagement Project (Concept) LEADER: Civil Engineering and Architecture Journal
Sari, Yusra Aulia
Universitas Internasional Batam
Aerospace Engineering Arts Humanities Astronomy 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 Mathematics Mechanical Engineering Public Health Social Sciences Transportation Other

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Analisa Karakteristik Campuran Aspal Menggunakan Serbuk Kaca Sucipto Sucipto; Yusra Aulia Sari
Journal of Civil Engineering and Planning (JCEP) Vol. 2 No. 1 (2021)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v2i1.728

Abstract

Pavement is a space for vehicles to operate, consisting of a composition of materials which is divided into several layers aiming to withstand the weight working on it and distribute them to the layers below. Road Pavement consists of several types, flexible pavement, rigid pavement and composite pavement. Road which is commonly used in Batam city is composite pavement, which is a combination of rigid pavement and flexible pavement. This study discusses the use of glass powder as an alternative to filler in the AC-WC pavement mixture. Waste pieces of glass that are no longer in use are destroyed until they pass through filter no. 200, pieces of glass are easily encountered because of the many furniture that uses glass as the main material. Glass waste as a filler mixture is expected to reduce the budget and reduce glass waste itself. The sample in this study consisted of 3 samples with 3 types of test, conventional asphalt with 4 samples, asphalt with a mixture of 3% glass powder filler with 3 samples, and asphalt with a mixture of 6% glass powder filler with 3 samples. Based on the laboratory tests that were conducted, asphalt that uses glass powder filler as a filler substitute meets the 2018 BinaMarga specifications with the MQ value of 637,235, VIM value of 3,829, VMA value of 18,609 and VFA value of 79,455. Based on this study it can be concluded that glass powder waste can be used as a replacement for pavement fillers.
The Effect of Number of Vehicles on Damage to Flexible Pavement Roads on Jalan Letjend Raden Suprapto, Batam City Muhamad Agus Priyanto; Yusra Aulia Sari
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 1 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i1.1240

Abstract

The volume of vehicle traffic or the number of vehicles is one of the factors that affect the damage or causes of road damage. Flexible pavement is generally used on roads in Indonesia, especially in urban areas with high traffic levels. With the increasing number of vehicles every year in the city of Batam, there is a possibility that the roads in Batam will experience accelerated road damage in a relatively short period of time or not in accordance with the road plan age. The purpose of this study was to determine the effect of the number of vehicles on the level of road damage on flexible pavement. This study uses an analytical method by looking for a correlation or relationship between the number of vehicles and the number of road damage levels, and the method used is nonlinear regression analysis, namely by comparing the two variables x to the variable y and to obtain the results of the relationship function between the two variables with the R2 value of the coefficient of determination. From the equation that has been obtained, the value of the coefficient x1 = 0.00241, which can be defined if the number of vehicles crossing the road is 100 vehicles/day, then the road damage caused by the number of vehicles is 0.241, while for the coefficient x2 = -0 .0016786 which can be defined if the age of the road section reaches 100 hours, the value of road damage on this section is -0.0167, and constant = 75.418
Evaluasi Kinerja Simpang Panbil Terhadap Tingkat Pelayanan Lalu Lintas (Studi Kasus Simpang Panbil - Batam) Darmawan Prastio; Yusra Aulia Sari; Mulia Pamadi
Journal of Civil Engineering and Planning (JCEP) Vol. 3 No. 1 (2022)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v3i1.1317

Abstract

Simpang Panbil merupakan penghubung jalan antara, Jl. Letjen Suprapto, Jl. Ahmad Yani dan Jl. S Parman. Perlu diadakan evaluasi simpang untuk mengetahui kinerja simpang Panbil tersebut, dengan tujuan agar simpang Panbil dapat berjalan dengan lancar tanpa adanya hambatan. Metode penyelesainnya dengan menghitung arus lalu lintas, waktu siklus, arus jenuh, simpang bersinyal. Proses yang digunakan dalam penelitian ini yaitu dengan cara menggumpulkan data dari hasil survey dan data dari instansi terkait. Penulis juga menggunakan acuan dari (MKJI 1997) untuk perhitungan yang sesuai dengan ketentuan. Hasil yang didapat dari evaluasi Simpang Panbil menunjukkan bahwa arus lalu lintas jam puncak Simpang Panbil terjadi pada hari senin pukul 16.00 – 17.00 WIB. Arus lalu intas (Qtotal) = 6915,5 smp/jam. Pengaturan Simpang Panbil diatur oleh 3 fase dengan siklus (c) = 321 detik. Manajemen lalu lintas Simpang Panbil juga kurang maksimal, karena nilai Derajat Kejenuhan (DS) salah satu lengan simpang yaitu Fase 1= 0,66 [hampir mendekati kondisi jenuh (DS > 0,75], Fase 2 DS = 0,99, Fase 3 DS = 0,41 dapat dinyatakan masih dalam kondisi arus stabil. Kinerja Simpang bersinyal Panbil dapat dilihat dari Kapasitas (Fase 1 = 8151 smp/jam, Fase 2 = 5453 smp/jam, Fase 3 = 5101 smp/jam), Derajat Kejenuhan (Fase 1 = 0,66, Fase 2 = 0,97, Fase 3 = 0,41), Panjang Antrian (Fase 1 = 115,94 m, Fase 2 = 148,15 m, Fase 3 = 205,13 m), Jumlah Kendaraan Terhenti (Fase 1 = 7351 smp/jam, Fase 2 = 5319 smp/jam, Fase 3 = 4577 smp/jam, dan Tundaan (Fase 1 = 491,64 smp/det, Fase 2 = 337,09 smp/det, Fase 3 = 788,43 smp/det. Kata Kunci : Evaluasi Simpang, Kinerja Simpang, Derajat Kejenuhan
Analysis of Parkir Area Requirements at Universitas Internasional Batam Apis Indica Adam; Yusra Aulia Sari
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 2 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i2.8795

Abstract

The significant increase in the number of students at Batam International University. Along with the increase in good accreditation in all faculties, Batam Internasional University has become one of the campuses that is of interest to the community, especially the people of Batam city. This causes density to continue to increase, especially in campus parking areas. The method used is observation of research objects and secondary data collection from the campus. There are parking characteristics consisting of the number of vehicles on two-wheeled vehicles totaling 896 motorbikes, average duration = 0.25 hours, parking index = 62%, parking space requirement = 56 SRP, estimated land area = ±1440 . With that, the land area required is 1344 and has reached the excisting area. In the charasteristics of class I car vehicles, it was found the number of incoming vehicles was 702, average duration = 0.18 hours, parking index = 18.84%, parking space requirement = 31 SRP, estimated land area = ±3726 . With that, the land area required is 8073 and does not yet meet the available area.
Bored Pile Foundation Planning for 7 Level Story Low-Rise Apartment in Silty Clay Soil in Cakung Area East Jakarta Ivana Vianca; Yusra Aulia Sari
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 2 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

The lower structure has a role to maintain the stability of the structure of the building and is the most vital thing in building planning. The substructure itself is one of the foundations. Foundation is defined as the lowest part of the building that functions to transmit the load of the building to the soil or rocks below it. The purpose of this research is to plan the pile foundation in the low-rise apartment and plan the required budget. Based on the soil investigation, it was found that the soil type was dominated by silty clay. The foundation is planned to use bored pile with a diameter of 0.7 m with a depth of 20 m on sample bore hole 02 and 15 m on sample bore hole 03. The ultimate axial bearing capacity calculation using the Meyerhof method is obtained at 492.162 tons in bore hole 02 and 677,195 tons in bore hole 03, with a permit axial capacity of 196.865 tons on bore hole 02 and 270,878 tons on bore hole 03. The calculation of single pile settlement using the Semi-Empirical Method is obtained at bore hole 02 of 0.025 m and on bore hole 03 of 0.021 m with an immediate settlement calculation at pile group using the Vesic Method is in the range of 2,946 – 5,140 m. The pile cap design obtained consists of three pile configurations, namely 2, 4 and 8 piles.
Optimizing Traffic Management at Batam City Intersections: Analysis of Congestion Causes and Mitigation Strategies Uswatun Azizatul Syarqiah; Yusra Aulia Sari
Journal of Civil Engineering and Planning (JCEP) Vol. 5 No. 1 (2024)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v5i1.9076

Abstract

Batam City is one of the centers of economic and trade activity in Indonesia which continues to experience rapid growth, causing a significant increase in traffic at city intersections. Traffic jams are a troubling problem for residents and visitors to the city. This research aims to identify the main factors that cause traffic jams at Batam city intersections and propose effective mitigation strategies. The research methods used include field surveys, traffic data analysis, and interviews with relevant stakeholders. The research results show that factors such as high vehicle volume, lack of coordination between traffic lights, and inadequate road infrastructure are the main causes of traffic jams at Batam city intersections. Based on these findings, several mitigation strategies are proposed, including improving coordination between relevant parties, adjusting traffic light patterns, and developing more efficient road infrastructure. Implementation of this strategy is expected to reduce traffic congestion and increase mobility in Batam City.
Bored Pile Foundation Planning for 7 Level Story Low-Rise Apartment in Silty Clay Soil in Cakung Area East Jakarta Ivana Vianca; Yusra Aulia Sari
Journal of Civil Engineering and Planning (JCEP) Vol. 4 No. 2 (2023)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v4i2.9068

Abstract

The lower structure has a role to maintain the stability of the structure of the building and is the most vital thing in building planning. The substructure itself is one of the foundations. Foundation is defined as the lowest part of the building that functions to transmit the load of the building to the soil or rocks below it. The purpose of this research is to plan the pile foundation in the low-rise apartment and plan the required budget. Based on the soil investigation, it was found that the soil type was dominated by silty clay. The foundation is planned to use bored pile with a diameter of 0.7 m with a depth of 20 m on sample bore hole 02 and 15 m on sample bore hole 03. The ultimate axial bearing capacity calculation using the Meyerhof method is obtained at 492.162 tons in bore hole 02 and 677,195 tons in bore hole 03, with a permit axial capacity of 196.865 tons on bore hole 02 and 270,878 tons on bore hole 03. The calculation of single pile settlement using the Semi-Empirical Method is obtained at bore hole 02 of 0.025 m and on bore hole 03 of 0.021 m with an immediate settlement calculation at pile group using the Vesic Method is in the range of 2,946 – 5,140 m. The pile cap design obtained consists of three pile configurations, namely 2, 4 and 8 piles.
Implementation of BIM Using the Tekla Application in the Permata River View Housing Development Project Ananda Mixola Tampubolon; Sari, Yusra Aulia
Journal of Civil Engineering and Planning (JCEP) Vol. 5 No. 2 (2024)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v5i2.9379

Abstract

With increasing development in the construction sector, construction implementers are required to be faster and more efficient in completing project activities. The Permata River View housing development does not use BIM in its implementation. This research aims to carry out modeling with BIM software in 3D form and Quantity take-off. In this research, the Tekla Structures application will be used in the Permata River View housing complex. The modeling will start from the foundation, sloof, beams and columns along with the reinforcement. In this modeling, the material standards and concrete compressive strength are adjusted to SNI, the distribution of reinforcement in the Permata River View housing complex does not comply with the SRPKM and SRPMM stated in the SNI 2847:2019 regulations. However, the distribution of reinforcement is still in accordance with SNI. In this modeling we also get a comparison from Tekla Structures to RAB of 94.25% for concrete and 115.1% for reinforcement. The application of BIM using the Tekla Structures Application produces more accurate calculations and also makes work easier so it is faster, saves human resources and also and can be accounted for with objects that have been modeled in Tekla Structures
Flood and landslide exposure awareness for mitigation of road network performance: a community-based approach Rifai, Andri Irfan; Prasetijo, Joewono; Isradi, Muhammad; Sari, Yusra Aulia; Zolkepli, Muhammad Farhan
SINERGI Vol 29, No 2 (2025)
Publisher : Universitas Mercu Buana

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22441/sinergi.2025.2.012

Abstract

Natural disasters in the form of floods and erosion in remote area road networks pose challenges for the government. The involvement of community-based disaster management can make it easier for stakeholders to carry out disaster mitigation intelligently. Digital technology can provide information about disaster conditions and facilitate coordination between related parties in managing floods and landslides. This research aims to explore the cultural understanding of the local community to encourage community-based involvement in optimizing road infrastructure services that have been disrupted due to floods and landslides. This qualitative research method uses data from surveys, Focus Group Discussions (FGD), and in-depth interviews. Several community leaders, non-government organizations, and the government became sources of data and discussions. The research results are divided into four main results: 1) Based on exploring the cultural understanding of the local community about disasters, the community is very concerned about road safety and accessibility. Communities in the road network area have also understood the causes of floods and landslides that can disrupt road functions; 2) Culturally, the community is accustomed to and actively involved in disaster preparedness; 3) Hereditarily, the community has been an essential part of the disaster mitigation process; 4) The community feels comfortable using social media platforms to accelerate community communication in disaster mitigation and handling.
Evaluation of the Impact of Changes to the Airport Road Masterplan on Traffic Performance (Case Study of Hang Nadim Airport, Batam City) Firsya Odira; Yusra Aulia Sari
Journal of Civil Engineering and Planning (JCEP) Vol. 6 No. 1 (2025)
Publisher : Program Studi Sarjana Teknik Sipil Universitas Internasional Batam

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37253/jcep.v6i1.10370

Abstract

Batam City experienced increased congestion on several main roads, especially in the Hang Nadim Airport area. To overcome this, the government made changes to the road master plan. After the masterplan changes, the road capacity increased from 2,944.92 pcu/hour to 7,438.2 pcu/hour. Traffic volume from the Airport-Nagoya direction was recorded at 3,111.1 pcu/hour and from the Nagoya-Nongsa direction at 2,415.2 pcu/hour. The study was only conducted in areas with frequently passed traffic volume capacity, namely the Airport-Nagoya direction and the Nagoya-Nongsa direction. The evaluation was performed using indicators of capacity, traffic volume, and road service level. These results provide an important basis for more adaptive airport transportation planning in the future.
Co-Authors Abdul Hamid Ade Jaya Saputra Adhitya Akta Permana Adinda Fajarika Agus Ariana, I Komang Al Husni Amanatullah Savitri Amanda, Azzhara Amrun Rosyid Ananda Mixola Tampubolon Andri Irfan Rifai Andri Irfan Rifa’i Angga Dewa Apis Indica Adam Ardhela Sukeysih Ardiansyah, Rony Azzhara Amanda Chalsius Alfio Hilaire Tantu Christian Levtrian Christian, Natalis Darmawan Prastio Dava Rafikasya Tufa Dewi, Sri Hartati Dina Natalia Dinata, Yanweri Eldad Yaazannya Eukhristio Tetelepta Elizar Elizar, Elizar Emilya Emilya Felix Riady Fetru Gemah Putra Firsya Odira Fitridawati Soehardi, Fitridawati Freya Princella Gabriel Bryan Ginting, jody Martin Handayani, Susanty Hendri Rahmat, Hendri Henry Yono Zhang Heru Erlangga I Nengah Riana I Wayan Yoga Baskara Irfansyah Irfansyah Ivana Vianca Ivana Vianca Jeffrey Victory Jelin Vivian Jenny Jenny Jesie Jesie Joewono Prasetijo Joewono Prasetijo Joicelyn Agriffina Julio Janeilo Khelly Khelly Khevin Depardo Kurnia Gilang Ramadani Lionardo Lionardo Lionardo Lubis, Ahmad Mawardi Marlaily Idris Marta Dinata Marvin Tandedi Michael Cang Mohamad Taufik Muhamad Agus Priyanto Muhammad Alfi Wahyudi Muhammad Isradi Muhammad Syahrul Nizam Naomi Priscilla Zancee Natasya Aurum Maharani Naufal Fakhry Subekti Nelson Thery Lim Novan Sandiyanda Nur Alfira Pamadi, Mulia Panjaitan, Yohana Pinta Uli Pebri Tri Anugraha Prasetijo, Joewono Rahel Morelly Opussunggu Rahmad Fadillah Rasul Rahmadhany, Rezky Aulia Ridho Fhaza Damar Yudha Rini Nurhasanah Rizska Dwi Kartika Ruyi Yoputri Ryan Maro Ryan Swardana Sandhi Rio Pratama Sandy Alferro Dion Siti Tasyah Dea Fitri Pratama Sucipto Sucipto Suhardi Susanty Handayani Suwarlan, Stivani Ayuning Tohmas Saputra Usmanul Hayadi Umar Uswatun Azizatul Syarqiah Veni Sisca Vito Raegentsario Vito Raegentsario Wincent Wincent Yehezkiel Immanuel Yoga Setyawan Yosepine Abigail Taruli Sinambela Zolkepli, Muhammad Farhan