Traffic Impact of the Dakota Road Development to Rembige – Mataram Junction Performance; (Case Study Rembige Junction – Mataram)

Wilantara, Indra and Munawar, Ahmad and Murtiadi, Suryawan (2018) Traffic Impact of the Dakota Road Development to Rembige – Mataram Junction Performance; (Case Study Rembige Junction – Mataram). International Journal of Latest Engineering Research and Applications (IJLERA), 3 (12). pp. 48-60. ISSN 2455-7137

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Abstract

The development of a region coupled with an increase in the pull of traffic movements should be directly proportional to the increase in transportation facilities and infrastructure. Development of the region without the improvement of transportation facilities and infrastructure will result in performance problems in the transportation facilities and infrastructure. The road intersection is the location of the source of conflict in traffic, one of them is Simpang Rembige Lombok, West Nusa Tenggara, Indonesia. With the construction of the Dakota road, it is expected to break down the flow of traffic from the Tanjung to Ampenan, so that it can reduce the tarffic volume at the intersection to be able to reduce congestion problems. In this study a review of the influence given to the construction of the Dakota road, the movement of vehicles at the current Rembiga intersection, the influence of the existence of the Dakota road on Rembiga intersection performance and knowing the performance of the traffic lights at the current Rembiga intersection and supposition when the road Dakota isn't there. By conducting a direct survey as a research method and analyzing data based on the equations in the factors that influence the characteristics of traffic, the influence of the existence of the Dakota road as an alternative route is anticipated that the queue at the Rembiga intersection is significant. This can be seen from the comparison between the total number of traffic movements from the West side (Adi Sucipto road) towards the North side (Dr. Wahidin road) with the total traffic movement across the Dakota road. During peak hours, the total volume of movement of vehicles utilizing the Dakota road as an alternative lane anticipates the queue at the Rembiga intersection of 662.50 skr from 1,532.78 skr or 43.22% with details of 374.80 skr or 24.45% moving from the side North to West and 287.70 skr or 18.77% moves from the West to the North.

Item Type: Article
Keywords (Kata Kunci): Dakota Road, traffic, intersection, vehicle volume, saturated flow.
Subjects: T Technology > TE Highway engineering. Roads and pavements
Divisions: Fakultas Teknik
Depositing User: Dr. Suryawan Murtiadi
Date Deposited: 12 Mar 2023 04:41
Last Modified: 12 Mar 2023 04:41
URI: http://eprints.unram.ac.id/id/eprint/35723

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