DAMPAK PEMBANGUNAN PUSAT PERBELANJAAN DAN APERTEMEN BARU TERHADAP LALU LINTAS

Abstract

This study aims to determine the performance of road traffic on the roads. This research was conducted using the traffic volume (Q), capacity (C), Degree of Saturation (DS). Flow Saturated using six variables, the basic capacity (SO), factor penyusuaian size of the city (FCS), the adjustment factor side friction (FSF), the adjustment factor park (FP), a factor penyuyesuaian turn right (FRT), and factors penyuyesuaian turn right (FLT ). North closers capacity of 1504 smp / hour, Volume (Q) 1317 smp / hour, DS (Degree of Saturation) 0.90, Saturated Flow 6045 smp / hour, Saturated Flow Basic 6390 smp / hour, Barriers Side (FSF) 0.946. 887 East closers capacity smp / hour, Volume (Q) 1310 smp / hour, DS (Degree of Saturation) 1.52, Saturated Flow 4938 smp / hour, Saturated Flow Basic 5220 smp / hour, Barriers Side (FSF) 0.946. 866 West closers capacity smp / hour, Volume (Q) 1387 smp / hour, DS (Degree of Saturation) 1,65, Saturated Flow 2844 smp / hour, Saturated Flow Basic 3000 smp / hour, Barriers Side (FSF) 0.948. South closers capacity of 1384 smp / hour, Volume (Q) 1146 smp / hour, DS (Degree of Saturation) 0.86, Saturated Flow 6058 smp / hour, Saturated Flow Basic 6390smp / hour, Barriers Side (FSF) 0.948. At every street that no one becomes unstable that segment closers West (1,65). Based MKJI if the value of D / S> 1 then aruas road is said to be unstable and stalled for too long.