IJTI (International Journal Of Transportation And Infrastructure)
Vol 5 No 2 (2022): March 2022

PERFORMANCE ANALYSIS OF SENTUL CIRCUIT ROUNDABOUT AND ALTERNATIF ROAD SENTUL BOGOR

M Farid Alfarizi R (Faculty of Engineering, Mercu Buana University Jakarta)
Muhammad Isradi (Faculty of Engineering, University Mercu Buana Jakarta)
Amar Mufhidin (Faculty of Engineering, University Mercu Buana Jakarta)
Widodo Budi Dermawan (Faculty of Engineering, University Mercu Buana Jakarta)
Andri Irfan Rifai (Faculty of Engineering and Planning, Batam International University)
Joewono Prasetijo (Centre of Excellence for Railway (ICoE-Rel), Universiti Tun Hussein Onn Malaysia)



Article Info

Publish Date
31 Mar 2022

Abstract

A roundabout is an intersection equipped with circular lanes and has a design specification and is equipped with traffic equipment. The various patterns of movement will intersect each other, causing conflict points at an intersection. This study aims to determine the performance of the Sentul circuit roundabout and the Sentul alternatif road segment. Traffic data was collected for 3 days using the 1997 MKJI method, then made a traffic simulation using the PTV Vissim.The results of the study showed that the highest traffic volume was on Tuesday, November 23, at: the 9725 pcu/hour roundabout and the alternatif sentul total 2 directions 7865 pcu/hour. Sentul circuit roundabout using MKJI 1997 obtained DS values for each link: weaving area 1 (0.81), weaving area 2 (0.81), weaving area 3 (0.86), weaving area 4 (0.77) and alternatif sentul roads: roundabout direction (0.41) , the direction of Bogor (0.45). PTV Vissim the level of service for the sentul circuit roundabout and the alternative sentul: Sentul circuit roundabout: weaving area 1 (e), weaving area 2 (d), weaving area 3 (c), weaving area 4 (f). section alternative sentul: roundabout direction (b) and Bogor direction (b). alternative solution for scenario 1 by restricting heavy vehicles (HV) during rush hour is obtained DS: link 1 (0.69), link 2 (0.64), link 3 (0.72), link 4 (0.62).

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