Meraty Ramadhini, Akbar Wahyu Nugraha, Dandy Ardian, Dani Saputro, S. Audah
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引用次数: 0
摘要
一般来说,陡坡都是蜿蜒曲折的,因为这样可以减少达到相同高度所需的能量。因为汽车没有足够的动力爬上陡坡,所以道路要蜿蜒曲折。根据 KNKT 提供的事故数据,在 PJR Bandar Lampung 坡道上发生的事故最多的一年为 21 起。倾斜的几何道路。Bandar Lampung 高速公路蜿蜒狭窄,车辆很难通过该路段。本研究的目的是根据第 13/P/BM/2021 号《道路几何设计指南》,利用地形测量数据对 PJR Bandar Lampung 坡道上的道路进行几何分析和评估。道路几何评估结果适用于超高低于 6%、最小半径为 20 公里/小时至 50 公里/小时的转角 4,而结果不适用平均理想车道宽度为 3 米的情况。最大超高为 10.01%,最大坡度为 9.81%,临界坡长为 9.33%。因此,该道路的几何形状不符合道路几何设计准则第 13/P/BM/2021 号。
Geometric Evaluation of Road Construction on The Ir Sutami PJR Climb Bandar Lampung Using Topographic Measurements
In general, steep inclines are made winding for the reason that they reduce the energy required to reach the same height. The slope of the incline will be gentler with curves so it is easier to climb, because the car does not have enough power to climb steep slopes so the road is made winding. Based on accident data from the KNKT, the highest number of accidents that occurred on the PJR Bandar Lampung ramp was 21 incidents in a year. Geometric road on an incline. The winding and narrow condition of PJR Bandar Lampung makes it difficult for vehicles to pass this section of road. The aim of this research is to carry out geometric analysis and evaluation of roads on the PJR Bandar Lampung incline based on Road Geometric Design Guidelines Number 13/P/BM/2021 using topographic measurements. The results of the geometric evaluation of the road were suitable for corner 4 with a superelevation below 6% and with a minimum radius from a speed of 20 km/h to 50 km/h, while the results were not suitable for the average ideal lane width of 3 m. maximum superelevation is 10.01%, maximum slope is 9.81% and critical slope length is 9.33%. So the road geometry does not comply with Road Geometric Design Guidelines Number 13/P/BM/2021.