ANALISIS SIMPANG BERSINYAL PADA PERSIMPANGAN ( EMPAT LENGAN ) JALAN SOEKARNO HATTA – HR SOEBRANTAS DI KOTA PEKANBARU

Abstract

Pekanbaru city land use pattern that is used as a source of generation residential area of the city of Pekanbaru, especially in the area of Panam. This situation causes the imbalance between the number of vehicles on the highway with the available road capacity, leading to traffic problems and a long queue of vehicles such as the intersection of Jalan Soekarno Hatta - HR Soebrantas. From the results of the survey of traffic volume and signal timing calculation and analysts to gain capacity, delay, queue length, degree of saturation and the level of service that occurred at the intersection of Jalan Soekarno Hatta - HR Soebrantas the existing condition. Method of calculation guided by the Indonesian Highway Capacity Manual (MKJI) 1997. Having in mind the condition of the intersection of Jalan Soekarno Hatta Existing - HR Soebrantas (Pekanbaru), then obtained the volume of traffic at peak hours is Jalan Soekarno Hatta largest North turn right at 886kend/jam, the largest capacity of Soekarno Hatta Road North of 1271 pcu / hour, degree kejenuham occurred on roads Adisucipto by 0.99, the longest queue length occurs at Soekarno Hatta road north is 165 m, the biggest delay in Soekarno Hatta road northward at 66 057 smp.det, as well as the service level of 55.09.