Abstract: The increase of traffic volume on the Jakarta - Tangerang toll road from the beginning of operations to the present (1984 to 2015) has started to cause quite long queues, especially at the Gates of Karang Tengah Toll Gate, which indicates the start of the toll gate transaction capacity compared to Volume of transactions to be served. This is coupled with the operation of JORR segment W1 West and North W2, Ramp Alam Sutera and Ramp / Simpang Susun Km. 11 + 000. Survey data then processed and used in analyzing the capacity of toll gates is a queue component, including queue length and queue time. With the number of toll booths operated amounted to 32 (thirty two), each has different levels of service because there are substations that have been using the electronic system is toll no. 05, 06, 07, and 08 (line A) as well as toll booth no. 22, 23, 24 and 25 (line B). In addition, there are 4 (four) tandem-installed substations, (this is enabled if the arrival rate of vehicles in one lane is too dense).By taking a queue parameter, by inputting the service level data, the number of vehicles that can be serviced for each substation that operates is 302 vehicles / hour does not meet Minimum Service Standard of toll road <270 vehicle / hour per substation. And also can concluded effort to improve service of gate is by minimizing service time, adding toll booth and applying of electronic system.
Keywords: Queue, arrival rate, service time.
Title: Evaluation Tol Gates Study in Karang Tengah of Toll road (Jakarta–Tangerang, West Java, Indonesia)
Author: Dr. Ir. Nunung Widyaningsih
International Journal of Civil and Structural Engineering Research
ISSN 2348-7607 (Online)
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