Performance of Road Sections on the Road by Adding Traffic Lanes by Utilizing Roadside Drainage

Iwan Cahyono, Iswinarti Iswinarti, Ruslan Hidayat, Saiful Arfaah, Machrus Ali
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Abstract

Along with the rapid development in the Jalan Benteng Pancasila area, Mojokerto City, it has resulted in the emergence of problems, namely the problem of traffic jams along the road. One of the factors that contribute to the problem of traffic jams that occur along Jalan Benteng Pancasila is the presence of side barriers. Studies on the performance of Jalan Benteng Pancasila are needed to find solutions to existing problems. In this study, what was carried out was to analyze the capacity and degree of saturation in the existing and planned conditions. The analysis process was carried out using the Indonesian Highway Capacity Guidelines (IHCG) method. Based on the results of the analysis, the average traffic volume value at peak hours was 1396.90 pcu/hour, while the side resistance class was Medium. The capacity value of the Benteng Pancasila road section is 2480.41 pcu/hour, the Degree of Saturation value is 0.56, and the travel speed value is 39.0 km/hour. Thus the Jalan Benteng Pancasila section of Mojokero City can be stated to be performing well with traffic flow in a stable condition.
利用路边排水系统增加车道的路段性能
随着莫霍克托市本腾潘卡西拉路(Jalan Benteng Pancasila)地区的快速发展,问题也随之而来,那就是沿路的交通堵塞问题。造成 Jalan Benteng Pancasila 路沿线交通堵塞问题的因素之一是路边障碍物的存在。需要对 Jalan Benteng Pancasila 的性能进行研究,以找到解决现有问题的方法。本研究的目的是分析现有和规划条件下的通行能力和饱和度。分析过程采用印度尼西亚公路通行能力指南 (IHCG) 方法进行。根据分析结果,高峰时段的平均交通量值为 1396.90 pcu/hour,侧阻力等级为中等。本腾潘卡西拉路段的通行能力值为 2480.41 立方英尺/小时,饱和度值为 0.56,行驶速度值为 39.0 公里/小时。因此,莫霍凯罗市的本腾-潘卡西拉大道路段可以说是交通流量稳定的良好路段。
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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