I Made Kariyana
Universitas Ngurah Rai
Gede Sumarda
Universitas Ngurah Rai
Sang Made Dwipayana
Universitas Ngurah Rai
Tri Hayatining Pamungkasa
Universitas Ngurah Rai
DOI:
Keywords: intersection performance, passenger car equivalence, level of service
ABSTRACT
The Petitenget Kerobokan intersection can cause accidents, queues, traffic jams, and delays due to high traffic density. Therefore, an intersection performance evaluation is necessary to determine the level of service. This study utilizes analysis from the 1997 Indonesian Road Capacity Manual (MKJI) using two Passenger Car Equivalency (PCE) methods, namely Chandra 2000 PCE and MKJI 1997 PCE. The results of the analysis show that the level of service of the intersection with the Chandra 2000 PCE method is located in category E (unstable / intermittent flow) with an average delay of 45.72 seconds /mp. Meanwhile, the results of the analysis of the MKJI 1997 PCE method are located in category F (Delayed/stopped flow, queues, jams), with an average delay of 881.77 sec/smp. Based on the difference in the intersection performance values of the Chandra 2000 PCE method and the MKJI 1997 PCE method, the Chandra 2000 PCE Method, which operates at intersections with delays of 40.1-60.0 seconds per vehicle, shows results that are more representative to the actual situation at the Petitenget Intersection.
