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All Journal Jurnal Konstruksia Composite Journal Jurnal Pendidikan Teknik dan Vokasional
Desei, Frice Lahmudin
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Humanities Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Engineering Environmental Science Mechanical Engineering Transportation Other

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Journal : Composite Journal

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ANALISIS KINERJA LALU LINTAS PADA RUAS JALAN BACHARUDDIN JUSUF HABIBIE DENGAN MENGGUNAKAN PERANGKAT LUNAK VISSIM Hunta, Nur Fauziah Juliana; Kadir, Yuliyanti; Desei, Frice Lahmudin
Composite Journal Vol. 5 No. 2 (2025): Composite Journal
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Negeri Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37905/cj.v5i2.156

Abstract

The Bacharuddin Jusuf Habibie Road, which underwent improvements compared to the previous year, has not yet experienced traffic congestion. However, with increasing vehicles, congestion will likely occur in the coming years. Objective: To analyze the road characteristics, including geometric features, speed, travel time, traffic volume, and composition; road performance, free-flow speed, density, road capacity, degree of saturation, and level of service; and simulation results using VISSIM software. Methodology: The study utilized both primary and secondary data. Primary data were collected through field observations, while secondary data were sourced from journals, books, and government agencies. Results: The analysis shows the highest traffic volume occurs on Tuesdays between 16:00-17:00, with a total volume of 2,710 vehicles/hour or 1,117.8 passenger car units (PCU)/hour, predominantly consisting of motorcycles (82.32%), followed by sedans (11.77%), passenger vehicles (0.01%), pickup trucks (4.78%), small and large buses (0.19%), two-axle trucks with 4 and 6 wheels (0.92%), and articulated trucks (0.01%). Conclusion: The performance analysis of the Bacharuddin Jusuf Habibie Road in Bone Bolango Regency, utilizing the PKJI (Indonesian Highway Capacity Manual) 2023 method, reveals a free-flow speed of 46.269 km/h, a traffic density of 2.08 vehicles/hour/m, a road capacity of 1,484 PCU/hour, degree of saturation of “0.38” indicates a stable flow with very good condition and is categorized as A. Then, the level of service D is observable from vehicles speed according to the Government Regulations of 2015
EVALUASI KINERJA SIMPANG BERSINYAL DAN PENGATURAN ULANG WAKTU SIKLUS APILL MENGGUNAKAN PTV VISSIM Pantulu, Ivana; Kadir, Yuliyanti; Desei, Frice Lahmudin
Composite Journal Vol. 5 No. 2 (2025): Composite Journal
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Negeri Gorontalo

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37905/cj.v5i2.157

Abstract

The signalized intersection of Jalan Raja Eyato - Moh. Yamin A.R. Koniyo serves as a connection between commercial areas, tourist attractions, fast-food restaurant zones, and religious sites. As a result, this intersection experiences heavy traffic flow. Additionally, its asymmetric/weaving geometric design extends travel time from one approach to another. This study aims to evaluate the intersection's performance and level of service using the Indonesian Highway Capacity Guidelines (PKJI) 2023 and simulation modeling with PTV Vissim Student Version. The analysis results based on PKJI 2023 show the delay values as follows: Jalan Moh. Yamin at 49 seconds with level of service E, Jalan A.R. Koniyo at 38,1 seconds with level of service D, Jalan Raja Eyato (west) at 49,5 seconds with level of service E, and Jalan Raja Eyato (east) at 33,6 seconds with level of service D. The average intersection delay is 37 seconds, classified as level of service D. Meanwhile, the simulation results using PTV Vissim Student Version indicate delay values of 73,4 seconds with level of service E for Jalan Moh. Yamin, 72 seconds with level of service E for Jalan A.R. Koniyo, 46,3 seconds with level of service D for Jalan Raja Eyato (west), and 27,8 seconds with level of service C for Jalan Raja Eyato (east), with an average intersection delay of 54,5 seconds with level of service D. Four alternative solutions were proposed to improve the intersection's performance. The best solution is Alternative 2. which reduced signal phases four to three. This adjustment reduced delays by approximately 33% compared to current conditions, without requiring additional infrastructure costs.
Co-Authors Ende, Alifia Zahra Hunta, Nur Fauziah Juliana Pantulu, Ivana Rawiyah Husnan Talib, Purwanto Putra A Yuliyanti Kadir