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All Journal Jurnal Teknik Sipil Jurnal Transportasi Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Jurnal Rekayasa Sipil dan Lingkungan Bearing : Jurnal Penelitian dan Kajian Teknik Sipil PUBLIKASI PENELITIAN TERAPAN DAN KEBIJAKAN Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil
Joni Arliansyah
Jurusan Teknik Sipil Fakultas Teknik Universitas Sriwijaya
Agriculture, Biological Sciences & Forestry Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Engineering Environmental Science Public Health Social Sciences Transportation Other

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ANALISIS KEBUTUHAN FASILITAS PEJALAN KAKI DI KAWASAN MASJID AGUNG KOTA PALEMBANG Malaiholo, David; Arliansyah, Joni; Buchari, Erika
Bearing : Jurnal Penelitian dan Kajian Teknik Sipil Vol 4, No 4 (2016): Vol 4 No 4 Desember 2016
Publisher : Universitas Muhammadiyah Palembang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32502/jbearing.711201644

Abstract

Pemanfaatan fasilitas untuk pejalan kaki seperti jembatan penyeberangan dan trotoar pada Kawasan Masjid Agung Kota Palembang masih belum optimal dikarenakan terjadi perubahan fungsi dimana pejalan kaki masih banyak menyeberang tanpa melalui jembatan penyeberangan dan trotoar dijadikan tempat parkir kendaraan. Dengan bertambahnya jumlah kendaraan tiap tahun memungkinkan terjadinya konflik antara pejalan kaki dengan arus kendaraan terutama pada jam-jam sibuk sehingga dapat membahayakan para pemakai jalan dan menyebabkan terjadinya kecelakaan. Dalam penelitian ini digunakan metode survei secara manual terhadap lalu lintas kendaraan, pejalan kaki, kecepatan kendaraan. Dimana untuk survei lalu lintas dan pejalan kaki pada kawasan Masjid Agung dibagi menjadi empat zona. Dari hasil penelitian didapatkan bahwa kondisi existing lebar trotoar bervariasi di setiap zona. Terdapat penyeberangan berupa zebra cross dan jembatan penyeberangan. Hasil hubungan volume pejalan kaki dan volume kendaraan maka untuk dilokasi ruas Jalan Jenderal Sudirman, ruas Jalan Merdeka, ruas Jalan Faqih Jalaluddin dan ruas Jalan Cik Agus Kimas direkomendasikan lampu pengatur atau jembatan. Kata Kunci: Pejalan Kaki, Fasilitas Pejalan Kaki, Penyeberangan
KAJIAN AWAL KEBUTUHAN JEMBATAN PENGHUBUNG ANTARA KAJIAN AWAL KEBUTUHAN JEMBATAN PENGHUBUNG ANTARA KAJIAN AWAL KEBUTUHAN JEMBATAN PENGHUBUNG ANTARA KAJIAN AWAL KEBUTUHAN JEMBATAN PENGHUBUNG ANTARA KAJIAN AWAL KEBUTUHAN JEMBATAN PENGHUBUNG ANTARA KAJIAN AWA Arliansyah, Joni
Publikasi Penelitian Terapan dan Kebijakan Vol 2 No 1 (2008): Jurnal Pembangunan Manusia
Publisher : Badan Penelitian dan Pengembangan Daerah Provinsi Sumatera Selatan

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

Abstract

The rapid growths of population, economic and number of vehicles in Palembang cause the increment of mobility of people and goods in the city. Congestion at road sections and intersections, and capacity problem of Ampera Bridge now become the crucial problems that need to be solved. The purposes of this research are to evaluate the service condition of existing road network, to evaluate the existing transportation solution alternatives and to study the need of the bridges that connect the hilir and hulu sides of Palembang City. In this study, origin destination survey, traffic count and secondary data collection was conducted. The data was used to evaluate the existing transportation network and to build the transportation model of Palembang. JICA STRADA (System for Traffic Demand Analysis) Ver. 3 is used to analyze traffic demand. The Results indicate that transportation model that was developed can good represent the existing traffic condition of the road network. It can be seen from the value of determination coefficient (R2) i.e. 0.89. Evaluation of existing road transportation network indicates that, in peak hours, the main roads such as Jl. Ryacudu (Ampera Bridge), Jl. Kol. H. Burlian, Jl. Sudirman, Jl. A. Yani, Jl. Basuki Rahmat, Jl. A. Rivai and Jl. Veteran are saturated with the traffic. Some existing solution alternatives was evaluated and the results indicate that to solve the existing transportation problems, the Musi III Bridge and some fly overs are needed to be build to over come the existing transportation problems. The Musi IV is also need to be built before 2016.
Pemanfaatan Recycling Asphalt untuk Lapisan AC-WC dengan Penambahan Material Bottom Ash pada Perkerasan Lentur: Utilization of Recycling Asphalt for AC-WC Layers with The Addition of Bottom Ash Material to Pavement Pasayu, Deliansyah; Arliansyah, Joni; Kadarsa, Edi
Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil Vol. 12 No. 1 (2023): Cantilever
Publisher : Department of Civil Engineering and Planning, Faculty of Engineering, Sriwijaya University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35139/cantilever.v12i1.182

Abstract

Increasing road construction by adding a thick layer of asphalt on flexible pavement can cause problems, where the more viscous the asphalt layer, the higher the road will be than the houses. In addition, limited natural resources and large-scale use can damage the environmental system and make raw materials increasingly scarce, and their prices continue to increase. This research aims to show that recycled asphalt and bottom ash materials can be reused for flexible pavements. Researchers used experimental methods in the laboratory by testing using the Marshall Test. The results of this study indicate that the asphalt resistance based on the compressive strength of the asphalt mixture of recycled materials and the combination of recycled materials and bottom ash of 10% and 15% so that the values of VMA, VFA, Stability, Meltability, and MQ values ​​obtained from the Marshall Test according to with the General Specifications of Highways of the Ministry of Public Works. It was obtained from the provisions of the physical and mechanical test results of Bottom Ash sourced from the Petra UK Road Materials Laboratory Research with the bottom ash parameter passing the sieve of 18.2%. From the results of all asphalt tests, it is known that the addition of bottom ash to asphalt recycling where the extracted material from recycled asphalt (recycled) both asphalt and the aggregate material itself cannot be reused for flexible pavement layers. This is because the condition of asphalt recycling is old, and the strength of the material itself is weak, so it cannot last long if it is reused.
Analisis Perbandingan Nilai Kondisi Jalan Menggunakan Metode SDI dan IRI Dari Alat Survei Roadroid: Comparative Analysis of Road Condition Values Using the SDI and IRI Methods from the Roadroid Survey Tool Utama, Novan Rezki; Arliansyah, Joni; Kadarsah, Edi
Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil Vol. 12 No. 1 (2023): Cantilever
Publisher : Department of Civil Engineering and Planning, Faculty of Engineering, Sriwijaya University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35139/cantilever.v12i1.233

Abstract

Good road infrastructure plays an important role in the economic development of a city. Therefore, the government must maintain and improve road conditions yearly to help attract investment and ultimately lead to overall economic growth. Presently, road condition surveys are conducted and assessed using the manual method with the Surface Distress Index (SDI), which is time-consuming and expensive due to the large number of access roads. In order to address this issue, a fast and cost-effective alternative survey approach is required, such as the International Roughness Index (IRI) method using the Roadroid application. Roadroid is an application installed on a smartphone and then attached to a car's windshield to record road conditions while the car is in motion. This study aims to compare the use of the Roadroid application with the manual survey method in terms of time and cost efficiency in identifying road conditions in the city of Palembang, which has 1204 roads. In this study, the Roadroid application results is compared to the road condition assessment results from the SDI methods. The results showed that the time required to obtain road conditions with manual survey and Roadroid application was 37.313 minutes and 4.123 minutes, respectively. The cost required to obtain road conditions was IDR 290.937.000 and IDR 68.006.000 for manual surveys and using the Roadroid application, respectively. Furthermore, the comparison of road condition assessment results between the SDI and IRI methods showed that they have average mean differences of 24.86%, so it can be concluded that the road conditions obtained in the IRI method using Roadroid have high accuracy with the conditions in the SDI method. From the results, it can be concluded that using the Roadroid application to obtain road conditions is more effective and efficient than manual surveys.
Traffic Performance Analysis of Angkatan 66 Intersection, Palembang City, Following Flyover Operation Wahiputra, Muhammad Rafiq; Arliansyah, Joni; Della, Rhaptyalyani Herno
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.v25i3.95876

Abstract

This study evaluates the impact of the Flyover Bridge operation at the Angkatan 66 Intersection in Palembang City on traffic performance, road network conditions, and environmental emissions. The research involved geometric surveys, traffic volume analysis, and traffic signal evaluations, followed by performance simulations using PTV VISSIM, PTV VISUM, and EnViVer programs. The findings indicate that the flyover significantly improved traffic conditions by reducing queue lengths and vehicle delays by 88% and 71%, respectively. Furthermore, traffic signal cycle times became shorter, enhancing intersection efficiency. However, road and intersection performance projections for the next decade indicate a gradual increase in average traffic volumes, vehicle queues, and delays, reflecting growing traffic demand that will congest roads and intersections near the site without further development. The study also found substantial reductions in vehicle emissions, including COâ‚‚, NOâ‚“, and PM₁₀, after the flyover began operation. These outcomes confirm the flyover"™s effectiveness in alleviating congestion and improving air quality. Nevertheless, proactive measures are recommended to maintain long-term traffic efficiency. The study contributes valuable insights for sustainable urban transportation planning and civil engineering practices.
Penentuan Kadar Optimum Aspal pada Campuran Beraspal Panas AC-WC yang Menggunakan Karet Alam sebagai Bahan Substitusi Aspal dengan Pendekatan Laboratorium: Determination of Optimum Asphalt Content in Hot Asphalt Mix AC-WC Using Natural Rubber as Asphalt Substitute Material with Laboratory Approach Olivia, Novie; Arliansyah, Joni; Kadarsa, Edi
Jurnal Rekayasa Sipil dan Lingkungan Vol. 8 No. 2 (2024): Jurnal Rekayasa Sipil dan Lingkungan
Publisher : Universitas Jember

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.19184/jrsl.v8i2.52697

Abstract

Abstract Road pavement is a part of the road that is hardened to withstand the load of passing vehicles. Good material planning and mixture type must be able to make the pavement resistant to damage. Previous studies for polymer asphalt, one of which modified the asphalt to increase the strength of the mixture to be more resistant to damage and have good results for asphalt mixtures. In this study for concentrated latex, prevulcanized latex and solid natural rubber powder each with a content of 7% of the weight of the asphalt as a substitute for the asphalt concrete wearing course (AC-WC) mixture gradation. Marshall testing was carried out on a range of asphalt content between 5% and 7 % to obtain the optimum asphalt content. The properties of asphalt modified with natural rubber as a substitute for asphalt affect penetration, softening point, flash point, specific gravity, ductility. And give effect to the marshall parameter values VMA, VIM, VFA, stability, and flow. The mixture with the highest marshall stability value is the simple using of the Optimum Asphalt Content (OAC). It was found that the mixture using concentrated latex had an OAC value of 6,9%, prevulcanized latex had an OAC value of 5,8% and solid natural rubber powder had an OAC value of 6,65%. Keywords: Concentrated Latex, Prevulcanized Latex, Solid Natural Rubber Powder, AC-WC. Abstrak Perkerasan jalan merupakan bagian jalan yang diperkeras untuk menahan beban kendaraan yang lewat. Perencanaan material dan jenis campuran yang baik harus mampu menjadikan perkerasan yang tahan terhadap kerusakan. Studi terdahulu untuk aspal polimer salah satu memodifikasi aspal untuk meningkatkan kekuatan campuran agar lebih tahan terhadap kerusakan serta memiliki hasil yang baik terhadap campuran beraspal . Pada penelitian ini untuk lateks pekat, lateks pravulkanisasi dan serbuk karet alam padat masing-masing kadar 7% terhadap berat aspal sebagai substitusi digradasi campuran asphalt concrete wearing course (AC-WC). Pengujian marshall dilakukan pada rentang kadar aspal antara 5% sampai dengan 7% untuk memperoleh kadar aspal optimum. Sifat aspal yang dimodifikasi dengan karet alam sebagai pengganti aspal mempengaruhi penetrasi, titik lembek, titik nyala, berat jenis, daktilitas. Serta memberikan pengaruh pada nilai parameter marshall VMA, VIM, VFA, stabilitas, dan flow. Campuran dengan nilai stabilitas Marshall tertinggi adalah sampel yang menggunakan Kadar Aspal Optimum (KAO) diperoleh bahwa campuran yang menggunakan lateks pekat memiliki nilai KAO sebesar 6,9%, Lateks pravulkanisasi memiliki nilai KAO 5,8%.dan serbuk karet alam padat memiliki nilai KAO sebesar 6,65%. Kata kunci: Lateks Pekat, Lateks Pravulkanisasi, Serbuk Karet Alam Padat, AC-WC.
Co-Authors Adi Taruna, Adi Aztri Yuli Kurnia, Aztri Yuli Bambang Hidayat Fuady, Bambang Hidayat Baru Monang Sitanggang, Baru Monang Dyan Pratnamas Putra, Dyan Pratnamas Edi Kadarsa, Edi Erika Buchari Kadarsah, Edi Malaiholo, David Olivia, Novie Pasayu, Deliansyah Rhaptyalyani Herno Della, Rhaptyalyani Herno Rio Yudhaprawira, Rio Utama, Novan Rezki Wahiputra, Muhammad Rafiq