THE STUDY OF SIMPANG DOES NOT SYNERGIZE THE PANCASILA FORTRESS OF MOJOKERTO CITY
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Institusion
Universitas Darul ulum
Author
Darmawan, Dicky
Subject
HG Finance
Datestamp
2021-10-23 04:47:21
Abstract :
In this study, the study of the unsignalized intersection of Fort Pancasila Mojokerto City was selected. The formulation of the problem to be achieved: (1) How is the performance of the intersection in providing services to the existing traffic. (2) How is the performance of the intersection in the next 10 years. The geometric conditions of the intersection are for the north arm the width of the road is 11.00 m, the number of lanes is 3 width, the east arm is the road width is 11.00 m, the number of lanes is 3, the south arm is the road width is 3 m. vehicle traffic passing through each arm of the intersection, North Arm 658.62 skr/hour East arm 685.88 skr/hour South arm 655.13 skr/hour West arm 658.50 cur/hour. And has an intersection capacity (C) 4453.59 cur/hour and a degree of saturation (DJ) 0.60. And the results of the intersection analysis in the last 10 years have a traffic flow (Q) of 6292.45 cur/hour and a degree of saturation (DJ) 1.41.
In this study, the study of the unsignalized intersection of Fort Pancasila Mojokerto City was selected. The formulation of the problem to be achieved: (1) How is the performance of the intersection in providing services to the existing traffic. (2) How is the performance of the intersection in the next 10 years. The geometric conditions of the intersection are for the north arm the width of the road is 11.00 m, the number of lanes is 3 width, the east arm is the road width is 11.00 m, the number of lanes is 3, the south arm is the road width is 3 m. vehicle traffic passing through each arm of the intersection, North Arm 658.62 skr/hour East arm 685.88 skr/hour South arm 655.13 skr/hour West arm 658.50 cur/hour. And has an intersection capacity (C) 4453.59 cur/hour and a degree of saturation (DJ) 0.60. And the results of the intersection analysis in the last 10 years have a traffic flow (Q) of 6292.45 cur/hour and a degree of saturation (DJ) 1.41.
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