Traffic congestion analysis using travel time ratio and degree of saturation on road sections in Palembang, Bandung, Yogyakarta, and Surakarta

Abstract

Traffic performance have been measured based on degree of saturation, velocity, travel time, and delays. However, they weren’t enough to measure the traffic fluctuation that happen on normal days. This study aims to develop some modified analysis about traffic congestion based on the degree of saturation (DS) and travel time ratio (TTR). The travel time ratio is defined as a ratio between the travel time at peak hour and the travel time at off-peak hour in a certain road section. Traffic congestion conditions are classified into 4 categories: Peak-hour Congestion, Lengthy Congestion, Momentary Congestion, and Smooth Traffic. Based on survey results on road sections in Palembang, Bandung, Yogyakarta, and Surakarta, it can be concluded that peak-hour congestion occurs when TTR > 1,40 and DS > 0,75, lengthy congestion occurs when TTR < 1,40 and DS > 0,75, momentary congestion occurs when TTR > 1,40 and DS < 0,75, and smooth traffic when TTR < 1,40 and DS < 0,75.

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The different versions of the original document can be found in:

• https://www.matec-conferences.org/articles/matecconf/pdf/2018/40/matecconf_istsdc2017_06010.pdf under the license https://creativecommons.org/licenses/by

• https://doi.org/10.1051/matecconf/201818106010,

https://doaj.org/toc/2261-236X under the license cc-by

• https://www.matec-conferences.org/10.1051/matecconf/201818106010/pdf,

http://dx.doi.org/10.1051/matecconf/201818106010

• https://www.matec-conferences.org/10.1051/matecconf/201818106010/pdf,

https://academic.microsoft.com/#/detail/2886198815 under the license http://creativecommons.org/licenses/by/4.0