EVALUASI KINERJA DUA SIMPANG BERSINYAL BERDEKATAN MENGGUNAKAN PROGRAM PTV VISSIM 11

Studi Kasus : Simpang Jalan Sulfat Dan Simpang Jalan Ciliwung

Abstract

The increasing need for transportation has resulted in congestion points at several intersections with signals that are close to each other. So this, evaluation was carried out to increase the level of service at both intersections by conducting analysis, evaluation, modeling using PKJI 2014 and PTV Vissim 11. The result from the analysis using PKJI 2014 is that the level of service for both intersections is D. After considering a few alternatives the level of service for both intersections is now C. From a few alternatives, the most effective is to do road widening using PTV Vissim 11 for each arm where the queue lenght at both intersections decreases. The Sulfat Intersection northern approach 65,68 m, eastern 27,20 m, southern 20,44 m, turn right to the south 24,37 m, western 9,6 m and for the Ciliwung Intersection northern approach 74,88 m, eastern 1,66 m, southern 63,98 m, western 30,56 m.