This study is aimed to analyze the Vehicle Operational Cost due to the functioning of JORR W2 segment (Ulujami-Kebon Jeruk) in July 2014, and to analyze the VOC with and without the operation of JORR W2 segment on the JORR S-E1 segment and Prof. Sedyatmo toll road. Variables used in this study are International Roughness Index, speed, and traffic volume. The Vehicle Operational Cost is calculated using the method developed by the Ministry of Public Works in 2005. The result shows that before JORR W2 was operated, the traffic volume from Pluit to Pluit IC was bigger than the one from Ulujami to Cikunir, while it was in contrary after the JORR W2 was operated. Before and after JORR W2 was operated, i.e from 2012 to 2016, the of JORR S-E1segment were higher than the ones of Prof. Sedyatmo toll road with the increase trend on Vehicle Operational Cost of both segments. As JORR W2 was operated, the Vehicle Operational Cost of JORR S-E1 became bigger than if it was not operated, but it was in contrary for Prof. Sedyatmo toll road.
|Publication status||Published - 2017|