Evaluasi Dan Perencanaan U-Turn (Studi Kasus : Jalan Jendral Sudirman, Kota Dumai)
Total View This Week0
Total View This Week0
Institusion
Politeknik Negeri Bengkalis
Author
Putri, Merli Jupika
Subject
421 Teknik Sipil
Datestamp
2024-08-29 04:16:09
Abstract :
General Sudirman road is one of the main roads in Dumai City which has an important role in supporting vehicle mobility. The U-turn facility on Jalan Jenderal Sudirman is a means used by vehicles to cross over to other road networks. However, one of the problems that often occurs is that vehicles making U-turns at intersections do not follow driving rules, which can cause traffic conflicts. This study aims to evaluate the performance of road sections and the performance of the U-turn in front of the PLN office as well as the illegal U-Turn at DIC 3 intersection, by planning a new U-turn in front of Awal Bross Hospital so that vehicles do not make U-turns at the intersection. The methodology used in this research is PKJI 2023 and Bina Marga 06/BM/2005. From the results of the evaluation of the U-Turn in front of the PLN office, the queue length obtained on Monday with a peak hour of 23m with a delay time of 11.5 seconds. this shows that there are no significant obstacles and the traffic flow is smooth. And the results of the U-Turn planning obtained a turning radius of 12.8, a median opening width of 25.6 meters, and the selection of the type of U-turn median opening is carried out using a type of U-turn in the middle of the road section with a U-turn movement from the inside lane to the second lane of the opposing lane.
General Sudirman road is one of the main roads in Dumai City which has an important role in supporting vehicle mobility. The U-turn facility on Jalan Jenderal Sudirman is a means used by vehicles to cross over to other road networks. However, one of the problems that often occurs is that vehicles making U-turns at intersections do not follow driving rules, which can cause traffic conflicts. This study aims to evaluate the performance of road sections and the performance of the U-turn in front of the PLN office as well as the illegal U-Turn at DIC 3 intersection, by planning a new U-turn in front of Awal Bross Hospital so that vehicles do not make U-turns at the intersection. The methodology used in this research is PKJI 2023 and Bina Marga 06/BM/2005. From the results of the evaluation of the U-Turn in front of the PLN office, the queue length obtained on Monday with a peak hour of 23m with a delay time of 11.5 seconds. this shows that there are no significant obstacles and the traffic flow is smooth. And the results of the U-Turn planning obtained a turning radius of 12.8, a median opening width of 25.6 meters, and the selection of the type of U-turn median opening is carried out using a type of U-turn in the middle of the road section with a U-turn movement from the inside lane to the second lane of the opposing lane.
Download
book
BibTex
Latex, Jabref
cloud_download
Original Resource
url resource Institution
