ROAD PERFORMANCE ANALYSIS USING PKJI 2014 METHOD (CASE STUDY : TROSOBO-KLETEK ROAD, SIDOARJO DISTRICT)

CI-TECH Pub Date : 2021-11-20 DOI:10.33005/ci-tech.v2i2.41
Aulia Dewi Fatikasari, Nia Dwi Puspitasari
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Abstract

The Trosobo-Kletek Highway is one of the roads that has a high level of vehicle density so that it appears that it has experienced traffic jams several times. This is also coupled with the presence of side barriers such as vehicles in and out. So that the Trosobo-Kletek Highway section often experiences traffic jams that occur not only at certain hours, because on this road section there are many factory areas. The important role of this road resulted in a decrease in the level of service. Based on this, it is necessary to monitor the quality of a road segment based on the level of service. In this study, the PKJI 2014 was used to calculate the road performance. As for some of the data needed such as traffic volume, road geometry, and vehicle speed. The analysis carried out is the calculation of Road capacity, peak hour volume, degree saturation, free flow speed, and level of service index. The results of the research conducted during the four days of the survey and the calculations that have been carried out is level of service in the direction of Surabaya-Mojokerto is E and the direction of Mojokerto-Surabaya is F.
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基于pkji 2014方法的道路性能分析(以sidoarjo区trosobo-kletek路为例)
Trosobo-Kletek高速公路是车辆密度很高的道路之一,因此它似乎经历了几次交通堵塞。这也与车辆进出等侧障的存在相结合。因此,Trosobo-Kletek高速公路路段经常遇到交通堵塞,不仅在某些时间发生,因为在这段道路上有许多工厂区域。这条道路的重要作用导致了服务水平的下降。在此基础上,有必要根据服务水平监测路段的质量。在本研究中,使用PKJI 2014来计算道路性能。至于需要的一些数据,如交通量、道路几何形状和车辆速度。进行的分析是计算道路通行能力、高峰时容量、饱和程度、自由流速度和服务水平指标。在为期四天的调查中进行的研究和计算的结果是,泗水- mojokerto方向的服务水平为E, mojokerto -泗水方向的服务水平为F。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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