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Wita Meutia
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Program Studi Teknik Sipil Universitas Pancasila Lantai 3 Gedung Fakultas Teknik Jl. Srengseng Sawah, Jagakarsa
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Jurnal Infrastruktur
Published by Universitas Pancasila
ISSN : 24769339     EISSN : 25409212     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Transportation
Jurnal Infrastruktur merupakan jurnal yang dikelola oleh Program Studi Teknik Sipil Universitas Pancasila dengan nomor ISSN 2476-9339 dan E-ISSN 2540-9212 Jurnal Infrastruktur diterbitkan secara berkala 2 (dua) kali dalam 1 (satu) tahun, yaitu pada bulan April dan Oktober. Fokus dan ruang lingkup Jurnal Infrastruktur adalah pengembangan Infrastruktur dalam bidang: Struktur; Manajemen Konstruksi; Geoteknik; Keairan; Transportasi, Pengembangan Wilayah dan Kota.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 152 Documents
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Search results for , from "2017" : 152 Documents clear
EVALUASI KONDISI PERKERASAN LENTUR MENGGUNAKAN METODE ROAD CONDITION INDEX DAN MANUAL DESAIN PERKERASAN 2024 PADA RUAS JALAN PESAGUAN-KENDAWANGAN Marojahan Rajaguguk; Eti Sulandari; Said
Jurnal Infrastruktur Vol. 11 No. 2 (2025): Jurnal Infrastruktur
Publisher : Jurnal Infrastruktur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/rygrcd46

Abstract

The Pesaguan-Kendawangan road section is a strategic corridor connecting industrial areas with ports in Ketapang Regency. The intensity of mining and industrial activities has significantly increased traffic loads, requiring a comprehensive evaluation of road infrastructure conditions. This study aims to assess the condition, determine the type of treatment and cost requirements on the Pesaguan-Kendawangan road section and which is a connecting road section of the industrial area in the Ketapang area. The method used is the Road Condition Index (RCI) approach which is converted into the International Roughness Index (IRI) to assess road conditions. For road improvement/reconstruction needs, the thickness of the pavement components is determined using the 2024 Pavement Design Manual by considering the Cumulative Equivalent Standard Axle Load traffic load of 3.1 × 10⁶ ESA5. The results of the study indicate that the 65.27-kilometer section has a high reconstruction need of 22.90 percent, the IRI value ranges from 1,627 to 16,041 meters per kilometer. Based on the analysis using MDP 2024, there are 5 alternative types of construction for handling the road section, because the regional conditions have limited resources of crushed stone materials, the level of difficulty of the work and difficult access to the work location, so the type of construction for handling Asphalt Concrete Wearing Course (AC-WC) with a thickness of 50 mm and a 300 mm Soil Cement foundation layer was chosen. The conclusion is that the RCI method can be used to evaluate road conditions and the MDP 2024 method can also be used to plan road pavement designs on the Pesaguan-Kendawangan road section.
ANALISIS LEVEL OF SERVICE (LOS) DAN OPTIMALISASI WAKTU SIKLUS PADA SIMPANG BERSINYAL PADA MIKROSIMULASI VISSIM Rizqy Ridho Prakasa; Edi Yusuf Adiman; Dika Meilisan; Nofreta Ersyi Darfia; Randhi Saily; Intan Monica MG; Vinka Lyona; Benny Hamdi Rhoma Putra; Safridatul Audah; Soewignjo Agus Nugroho
Jurnal Infrastruktur Vol. 11 No. 2 (2025): Jurnal Infrastruktur
Publisher : Jurnal Infrastruktur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/chyf4707

Abstract

Tabek Gadang signalized intersection, which links Jl. Soebrantas and Jl. SM Amin, is one of the key intersections in Pekanbaru City that frequently experiences traffic congestion. This issue arises because the intersection serves as a connector for several vital zones, including educational institutions, office areas, commercial centers, and residential neighborhoods, leading to heavy traffic buildup, particularly during rush hours. This issue, the present study proposes an optimization of the signal cycle time using VISSIM-based microsimulation modeling. Main of objective this research to evaluated intersection’s operational performance following the optimization process. The analysis conducted through VISSIM microsimulation reveals that optimizing the signal cycle time from the existing condition to 50 seconds results in a reduction of average delay from 29.6 seconds and improves level of service from category F to D.

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