PENINGKATAN KINERJA SIMPANG DENGAN METODE TRAFFIC COUNTING (STUDI KASUS JALAN MT.HARYONO XI, JALAN PISANG KIPAS, DAN JALAN VINOLIA, DINOYO, MALANG)

Malang City is one of the big cities that has a high population density which is centered as an education city and a tourist city. The large population affects the number of vehicles that cause congestion at various points in the city, one of which is at the unsignalized intersection of Jl. MT. Haryono XI, Jl. Banana Fan and Jl. Vinolia, Dinoyo, Malang. This intersection has a large traffic volume that exceeds the traffic capacity that can be accommodated by the intersection, so further analysis of the performance of the intersection is needed. This study uses the 1997 Indonesian Road Capacity Manual (MKJI) guidelines in accordance with the standards set by the government. The results of the analysis showed that the vehicle volume was 2,613.20 pcu/hour with a road capacity of 1813.46 pcu/hour on Jl. MT. Haryono XI and Jl. Pisang Kipas and 2376.25 smp/hour Jl. Vinolia. From the comparison of vehicle volume and road capacity, the value of the degree of saturation (DS) is 1.10 on Jl. MT. Haryono XI and 1.44 on Jl. Banana Fan and Jl. Vinolia which this figure exceeds the safe standard set by the government, namely DS 0.85. The three intersection approaches have a low level of service category (F). From these results, there is an alternative solution, namely the diversion of intersection flows which can reduce the accumulation of the number of vehicles at the intersection