PERFORMANCE OF UNSIGNALIZED JUNCTIONS (CASE STUDY ACCORDION STREET)

Authors

  • Rifky Aldila Primasworo Tribhuwana Tunggadewi University Malang
  • Paulus Dos Reis Amaral Tribhuwana Tunggadewi University Malang

DOI:

https://doi.org/10.33474/jice.v3i1.16145

Keywords:

Unsignalized Intersection, Capacity, Degree of Saturation, Delay.

Abstract

Malang City, one of the cities with a tourist destination of around 875,771 people, increasing by 3.9% every year. From the ever-increasing traffic development, it must also be adjusted to the addition of sufficient transportation equipment so that the roads are free from congestion and other obstacles. Simpang Lima Akordion intersection is one of the areas affected by traffic jams. This study aims to determine the characteristics of traffic flow and capacity and find the best alternative to solve the problem of vehicle density at the five accordion intersection. The total volume of vehicles (LHR) on the third day with a total of 44397 from five directions, with traffic flow occurring at 16.00-17.00 at 4230 vec/hour, with a volume traffic (Q) 8668.9 vec/hour from the capacity (C) 6869.97 vec/hour with a degree of saturation (DS) 1,26. From the value of the degree of saturation, it can be seen that the performance of this intersection is classified as class F (very, very low). Moreover, handling is by the performance of the intersection in describing the problem of congestion, and traffic flow, namely by installing traffic signs that are prohibited from parking and widening the shoulder of the five accordion intersection.

Author Biographies

Rifky Aldila Primasworo, Tribhuwana Tunggadewi University Malang

Civil Engineering Department

Paulus Dos Reis Amaral, Tribhuwana Tunggadewi University Malang

Civil Engineering Department

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Published

2022-03-25

How to Cite

Primasworo, R. A., & Amaral, P. D. R. (2022). PERFORMANCE OF UNSIGNALIZED JUNCTIONS (CASE STUDY ACCORDION STREET). Journal Innovation of Civil Engineering (JICE), 3(1), 35–43. https://doi.org/10.33474/jice.v3i1.16145

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