ANALISA KINERJA SIMPANG TIGA TAK BERSINYAL PADA SIMPANG JL. KEBONAGUNG – JL. WAGIR KECAMATAN PAKISAJI KABUPATEN MALANG JAWA TIMUR

Along with the development of a city, transportation needs are increasing and become one of the factors of traffic problems at intersections. Malang Regency is the main land transportation crossing between City in Jawa Timur and one of the intersections in Malang Regency is experiencing traffic problems, namely congestion. Congestion occurs during peak hours, precisely at the unsignalized intersection of Jl. Kebonagung – Jl. Wagir. The purpose of this study was to determine the performance of the unsignalized intersection of Jl. Kebonagung – Jl. Wagir, as well as knowing the right alternative solutions. Data obtained from primary surveys in the morning, afternoon dan evening, data were analyzed using the Indonesian Road Capacity Manual, 1997. The current condition shows that degree of saturation is not stable with the highest degree of saturation at 0.86 and a delay of 14,31 sec/pcu. The result of the analysis show that the most appropriate alternative solution for improving the performance of the intersection is the installation of a road widening, the highest degree of saturation is 0.81 and the highest delay is 13,61 sec/pcu