Scipediacontent: Scipediacontent moved page Draft Content 833275633 to 238,295mz

2021-03-23T01:04:36Z

Scipediacontent moved page Draft Content 833275633 to 238,295mz

Scipediacontent: Created page with " == 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..."

2021-03-23T01:03:01Z

Created page with " == 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..."

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== 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.

Document type: Article

== Full document ==
<pdf>Media:Draft_Content_833275633-beopen1364-1791-document.pdf</pdf>

== Original document ==

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 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://doi.org/10.1051/matecconf/201818106010],
: [https://doaj.org/toc/2261-236X https://doaj.org/toc/2261-236X] under the license cc-by

* [https://www.matec-conferences.org/10.1051/matecconf/201818106010/pdf https://www.matec-conferences.org/10.1051/matecconf/201818106010/pdf],
: [http://dx.doi.org/10.1051/matecconf/201818106010 http://dx.doi.org/10.1051/matecconf/201818106010]

* [https://www.matec-conferences.org/10.1051/matecconf/201818106010/pdf https://www.matec-conferences.org/10.1051/matecconf/201818106010/pdf],
: [https://academic.microsoft.com/#/detail/2886198815 https://academic.microsoft.com/#/detail/2886198815] under the license http://creativecommons.org/licenses/by/4.0

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Scipediacontent: Scipediacontent moved page Draft Content 833275633 to 238,295mz

Scipediacontent: Created page with " == 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..."