ANALISIS ANTRIAN KENDARAAN PADA SIMPANG BERSINYAL JL. G. BAWAKARAENG ??? JL. G. LATIMOJONG DI KOTA MAKASSAR

Improved traffic flow in the city of Makassar is quite fast, this is due to increasing economic growth. Increasing the number of these vehicles is not matched with the road infrastructure. Congestion occurs almost every street in the city of Makassar, one at the intersection of G. Bawakaraeng Street - G. Latimojong Street. Congestion at this intersection are common during peak hours, especially on weekdays. This study aims to analyze the performance intersection G. Bawakaraeng Street - G. Latimojong Street in the city of Makassar (queue length, delay, and service levels intersection) based on the current traffic volume. The research was carried out for seven consecutive days ie from the date of May 11, 2015 until May 17, 2015. Data is collected only during peak hours, among others, at 7:00 a.m. ??? 9:00 a.m., 12:00 p.m. ??? 2:00 p.m. and 4:00 p.m. ??? 6:00 p.m. with notes traffic flow under normal conditions eg no procession or the convoy of an incidental nature. Methods of conducting a survey using a combination of manual and mechanical methods:. Mechanical method using the aid of a video camera to record the condition of the intersection and then the results observed by the surveyor and then the data obtained were transferred to a data table that has been prepared. Based on the discussion of data analysis at signalized intersection G. Bawakaraeng Street - G. Latimojong Street it can be concluded Value biggest queues occurred in eastern pendekat (G. Bawakaraeng Street) amounted to 55.8 smp which took place at 5:00 p.m. to 6:00 p.m. while the value of the smallest queue occurs in northern intersection (G. Latimojong Street) by 11 , 2 smp which took place at 7:00 a.m. to 8:00 a.m. The delay value occurs in the southern intersection (G. Latimojong Street) of 41.81 sec / veh which took place at 5:00 p.m. to 6:00 p.m. while the value of the smallest delay occurred in eastern intersection (G. Bawakaraeng Street) of 22.0 sec / veh which took place at 7:00 a.m. to 8:00 a.m. Service level best intersection occurred in eastern intersection (G. Bawakaraeng Street) which took place at 7:00 a.m. to 08:00 a.m. while the worst service levels occurred in southern intersection (G. Latimojong Street) which took place at 5:00 p.m. to 6:00 p.m