Analisis Kinerja Simpang Bersinyal Pada Simpang PLN Di Wua-Wua Kota Kendari

Abstract

This study aims to analyze the degree of saturation of the signaled
 intersection at the intersection of PLN Wua-Wua Kendari, the longqueue condition based on the Manual Capacity Road Indonesia(MKJI, 1997) method with direct measurement in the field, trafficdelay condition, and predict the performance of PLN intersectionWua- Wua at 5 and 10 years to come. Data analysis techniques usemathematical equations by using Manual Capacity Method ofIndonesia (MKJI, 1997) with the help of Microsoft Excel. Trafficvolume surveys and queue lengths are carried out together for 15minutes each time for 12 hours of measurement. The long queuingcondition based on MKJI 1997 method on the east approaches 42,62meters, west approach 79,5 meter, North approach 47,1 meter andSouthern approach 52,4 meter with average queue length 55, 4meters. While based on the calculation directly in the field obtainedvalue on the approach of the East of 33.51 meters, Westernapproach of 39.23 meters, Northern approach of 41.53 meters,South approach of 58.05 meters, with an average queue length of43, 08 meters. The traffic delay on the Eastern approach was 56.2seconds / smp, Western approach of 84.1 seconds / smp, Northapproach of 64.1 seconds / smp, and Southern approach of 69.0seconds / smp. Predicted traffic volume for the next 5 years for theEastern approach of the DS value of 0.94 with the LOS E, the westernapproach to the DS value of 1.29 with the LOS F, the Northapproaches the DS value of 1.20 with the LOS F, the Southernapproach of the DS value of 1.27 with LOS F, while for the next 10years on the Eastern approach the value of DS is 1.57 with LOS F,Western approach of DS value of 2.25 with LOS F, North approach ofDS value of 2.00 with LOS F, South DS value of 2.12 with LOS F.