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

doi:10.35814/chyf4707

Authors

Rizqy Ridho Prakasa Riau University and
Edi Yusuf Adiman Civil Engineering, Faculty of Engineering, University of Riau
Dika Meilisan Civil Engineering, Faculty of Engineering, University of Riau
Nofreta Ersyi Darfia Civil Engineering, Faculty of Engineering, University of Riau
Randhi Saily Civil Engineering, Faculty of Engineering, University of Riau
Intan Monica MG Civil Engineering, Faculty of Engineering, University of Riau
Vinka Lyona Civil Engineering, Faculty of Engineering, University of Riau
Benny Hamdi Rhoma Putra Civil Engineering, Faculty of Engineering, University of Riau
Safridatul Audah Civil Engineering, Faculty of Engineering, University of Riau
Soewignjo Agus Nugroho Civil Engineering, Faculty of Engineering, University of Riau

DOI:

https://doi.org/10.35814/chyf4707

Keywords:

Signalized intersection performance, cycle time optimization, vissim microsimulation

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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