ANALISIS KINERJA SIMPANG BERSINYAL DAN BIAYA OPERASIONAL KENDARAAN PADA JALAN GALUNGGUNG – JALAN RAYA TIDAR – JALAN BONDOWOSO KOTA MALANG

Hanafi Wahyu Wicaksono, R. Sasongko, Udi Subagyo
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Abstract

Increased traffic flow at crossroads that doesn’t have a suitable infrastructure can cause traffic jam. The traffic jam that occurs also has an impact on vehicle operating cost that passing through the intersection. On the page malangchannel.com, the intersection at Jalan Galunggung, Jalan Raya Tidar and Jalan Bondowoso is one of the points in Malang City that have high frequently traffic jams. Congestion occurs because there are many motorized vehicles across to the area, where the area around the location has a shops, malls, campuses, and others. This study aims to find how much the intersection Level Of Service (LOS) and the vehicle operating costs that passing through the intersection and give the best solution in order to improve the performance of the intersection and reduce the vehicle operating cost. The data used include the geometric of intersection, traffic signals, side friction, traffic volume during peak hours, average speed of vehicles during peak hours and components of vehicle operating costs. The calculation of intersection performance using MKJI 1997, vehicle operating costs using Pacific Consultant International (PCI) and intersection congestion costs using Tzedakis 1980. The calculation results show that the existing condition of the intersection has passed the saturation point with the service level (LOS) F of and the average vehicle delay 1013.6 sec / pcu and the congestion cost Rp. 86,744,635 / hour for light vehicles (LV). and IDR 15,424,569 / hour for heavy vehicles (HV). Alternative improvements of intersection by resetting the phases from 2 to 4, road geometric adjustment and adding the flyovers, the congestion costs can be reduced to Rp. 1,319,498 / hour for light vehicles (LV) and Rp. 231,244 / hour for heavy vehicles (HV) with the Level Of Service (LOS) B from average delay of vehicle 14.5 sec / pcu.
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分析了马朗市邦多沃索镇高陵贡道(TIDAR highway)的车辆尾迹和运营成本
在没有合适的基础设施的十字路口,交通流量增加会导致交通堵塞。交通堵塞的发生也会对通过交叉口的车辆运营成本产生影响。在malangchannel.com的页面上,加伦贡、拉雅提达和邦多沃索的十字路口是玛琅市交通拥堵最频繁的地方之一。拥堵的发生是因为有很多机动车穿过该地区,而该地区周围的地区有商店、商场、校园等。本研究旨在找出交叉口的服务水平(Level Of Service, LOS)和通过交叉口的车辆运营成本,并给出最佳解决方案,以提高交叉口的性能,降低车辆运营成本。使用的数据包括交叉口几何、交通信号、侧摩擦、高峰时段交通量、高峰时段车辆平均速度、车辆运营成本组成等。交叉口性能计算采用MKJI 1997,车辆运行成本计算采用PCI (Pacific Consultant International),交叉口拥堵成本计算采用Tzedakis 1980。计算结果表明,交叉口现有状况已超过饱和点,服务水平(LOS) F为,车辆平均延误1013.6秒/ pcu,轻型车辆(LV)拥堵成本Rp为86,744,635 / h。重型车辆(HV)每小时15,424,569印尼盾。通过将阶段从2重新设置为4,道路几何调整和增加立交桥,交叉口的拥堵成本可以降低到轻型车辆(LV)的1,319,498卢比/小时和重型车辆(HV)的231,244卢比/小时,服务水平(LOS) B从车辆平均延误14.5秒/ pcu。
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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