Analyzing Traffic Congestion on The Kapasari Road Section in Surabaya

Cilda Thesisa Ilmawan Dzinnur; Ahmad Wahyu  Fitrian; Samsul Arifin

Authors

Cilda Thesisa Ilmawan Dzinnur Universitas Sunan Giri Surabaya
Ahmad Wahyu Fitrian Universitas Sunan Giri Surabaya
Samsul Arifin University of Sunan Giri Surabaya

Keywords:

road capacity, vehicle volume, bottleneck, degree of saturation, level of service values

Abstract

This research has several problems that will be used as study materials, among others, what is the capacity that can be accommodated by the Kapasari road section, how is the level of vehicle volume from the Kapasari road section, how big are the side obstacles and the degree of saturation value, and what is the value of the Kapasari road service level according to MKJI 1997. This type of research is a case study. Data obtained from real time survey results at a predetermined time and the results of observations based on previous researchers and the author's supporting literature and documentation. The results of the study can show that the capacity that can be accommodated by the Kapasari road section according to the MKJI 1997 method for 4 lanes 2 directions is 1,373 smp / hour. The highest volume level was obtained on Monday at 17.00 - 18.00 amounting to 1,789.6 smp / hour or 2,569 vehicles / hour. The highest side obstacles are obtained on Monday at 17.00 - 18.00 amounting to 541 events / hour which is included in the class of high side obstacles (H). The degree of saturation of the highest Kapasari road section is 0.963 and can be obtained from the classification of level of service values according to MKJI 1997 is E (0.90 - 1.00) which can be interpreted as unstable flow, low speed, dense volume or close to capacity.

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