Kajian Simpang Tiga Tak Bersinyal Kariangau Km. 5,5 Kelurahan Karang Joang Balikpapan Utara Menggunakan Permodelan Vissim Menjadi Simpang Bersinyal

Abstract

Balikpapan as a developing city had a constant increasing in vehicle volume every year, it cause majority of traffic network in Balikpapan could not handle the increasing of vehicle volume in some of the road and intersection which cause traffic jam, one of the worst case is Kariangau intersection in km 5.5. Hopefully the result of this study will give accurate modeling and analyzing performance of Kariangau intersection and give alternative solution to increase performance of Kariangau intersection. The method that has been used in this study of Kariangau intersection is literature research, surveying, collecting data using counting machine and data analysing according to MKJI 1997 and modelling traffic flow using Vissim 9 software. The Analyzation according to MKJI 1997, average traffic flow (Q) in Kariangau intersection is 5,096 pce/hr, density (DS) 2.279, delay is 1.062 sec/pce and queue up to 252-649%. With the implementation of traffic light in Kariangau intersection, it will decrease the average traffic flow up to 1,248 pce/hr dan density up to 0.756 or up to 67%.

Kajian Rekayasa Lalu Lintas Simpang TNI AU Rembiga Akibat Rekayasa Sistem Satu Arah pada Jl. Dr. Wahidin

“…Terdapat peraturan lalu lintas yang telah ditetapkan untuk menentukan pengguna yang mempunyai hak terlebih dahulu untuk menggunakan persimpangan sehingga dapat meminimalisir terjadinya konflik. Saputro (2018) menyebutkan bahwa persimpangan sebidang dikelompokkan menjadi tiga bagian menurut cabangnya yaitu pertama pertemuan sebidang bercabang tiga, kedua pertemuan sebidang bercabang empat, dan ketiga pertemuan sebidang bercabang banyak. Sedangkan menurut pengaturannya, persimpangan sebidang dibagi menjadi dua yaitu persimpangan tak bersinyal, dan persimpangan bersinyal.…”