Abstract

In 2016 Medan City administration built on off ramp at Amplas fly over, where this ramp off directly to toll booth Amplas. The faster the time needs to get to the toll booth enables the rate of arrival vehicles that impact with increasing queue length. The purpose of this study is to know the length of the queue at Amplas toll booth before and after ramp off construction with queue theory method and vissim softwaremodelings. Data acquired by recording the activities at the research site in the form of vehicles volume. The queue length obtained from the queue method with average service time 7 seconds is 6,212 meter while the result using VISSIM software is 11,988 meter. From the VISSIM software models also obtained that the length of queue after the construction of the ramp off increases compared before the construction of ramp off, from 6,67 meter to 11,988 metre.

Highlights

  • Data acquired by recording the activities at the research site in the form of vehicles volume

  • From the VISSIM software models obtained that the length of queue after the construction of the ramp off increases compared before the construction of ramp off, from 6,67 meter to

  • The data obtained while conducting the survey are: 1. The volume of the vehicle leading to the toll booth where in this case is done by recording using a handycam

Read more

Summary

Background

The increasing demand for vehicle traffic services accompanies the development of the region in Medan City This influence has been anticipated by efforts to strengthen the road network.One of the anticipations is the construction of highway toll roads. In addition to connecting the city of Medan other cities such as Tj.Morawa and Deli Serdang, Amplas toll booth is the fastest path to Kualanamo Airport located in Deli Serdang. This makes people more interested in using toll roads than using alternative roads.

To determine the optimum service time at the toll booth Amplas
Calling Population
Level of service
Parameter FIFO queue discipline
Primary data collection
Calculation of queue length with VISSIM Software
Addition of toll gate
Application of GTO System
Conclusions
Full Text
Paper version not known

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.