EVALUASI KINERJA SIMPANG TIGA TAK BERSINYAL PASAR IBUH PAYAKUMBUH

Riyaldi Rendra, Surya Eka Priana, Helga Yermadona
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Abstract

Abstrack: The Payakumbuh signalless intersection is a busy traffic intersection due to the high volume of vehicles and high side friction caused by market activity. The Pasar Ibuh intersection connects four sub-districts so that many vehicles pass through the intersection which can cause traffic jams and even traffic accidents. This study aims to evaluate the performance of the signalless intersection of Pasar Ibuh Payakumbuh and find alternative solutions to the problems that occur at these intersections. The research method used is to calculate and observe the volume of traffic flow through recording and observing the location of the intersection to find out the geometry of the intersection and existing side barriers. This research concludes that the peak hour of traffic flow at the Pasar Ibuh Payakumbuh intersection occurs at 16:00 - 17:00 WIB. From the analysis results, the capacity value (C) is = 2824.557 smp/hour, traffic flow (Q) is = 2399 smp/hour, delay (D) is = 14.161 seconds/smp, and the degree of saturation value (DS) is = 0.85. Based on the value of the degree of saturation, the performance level of the intersection is not good. The alternative is to prohibit turning right for minor roads. So that the resulting analysis is a capacity value (C) of = 3172.826 smp/hour, traffic flow (Q) of = 2399 smp/hour, delay (D) of = 12.715 seconds/smp, and the degree of saturation (DS) = 0.76, based on the value of the degree of saturation, it can be concluded that the intersection performance is good.Keywords : Signalless Three-way Intersection, Side Barriers, Degree of Saturation, Intersection Performance, Performance Evaluation
三张无信号市场绩效评估报告为IBUH PAYAKUMBUH
摘要:Payakumbuh无信号交叉口由于车流量大、市场活动引起的侧摩擦大,是一个交通繁忙的交叉口。Pasar Ibuh十字路口连接了四个街道,因此许多车辆通过十字路口,这可能会造成交通堵塞甚至交通事故。本研究旨在评估Pasar Ibuh Payakumbuh无信号交叉口的性能,并为这些交叉口发生的问题找到替代解决方案。所采用的研究方法是通过记录和观察交叉口的位置来计算和观察交通流量,找出交叉口的几何形状和现有的侧障。本研究得出Pasar Ibuh Payakumbuh路口交通流高峰时段为16:00 - 17:00 WIB。从分析结果来看,通行能力(C) = 2824.557 smp/hour,交通流量(Q) = 2399 smp/hour,时延(D) = 14.161秒/smp,饱和程度(DS) = 0.85。根据饱和度的值判断,交叉口的性能水平不好。另一种选择是禁止在小路上右转。由此分析得出通行能力值(C) = 3172.826 smp/hour,交通流量(Q) = 2399 smp/hour,延误(D) = 12.715秒/smp,饱和度(DS) = 0.76,根据饱和度的值,可以得出交叉口性能良好的结论。关键词:无信号三向交叉口,侧障,饱和度,交叉口性能,性能评价
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