Ariyanto Ariyanto, Decky Rochmanto, Achmad Rafiul Umam, Khotibul Umam
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摘要

车辆密度分析调查是为了了解所分析道路上的密度大小和障碍因素而进行的调查。在Bugel Kedung Jepara t型路口,调查点是当前冲突的中间点,或者是从Pecangaan Walisongo Jepara路口红绿灯出发的车辆流量和从Mantingan Jepara红灯路口出发的车辆流量的两大车流的交汇点。调查结果为周四和周日,周四可以代表有效工作日,饱和程度为0.16 pcu /小时,2秒延迟共5796辆车,侧摩擦为223.8,说明侧阻力水平(L)较低。利用Greenshields法计算车辆密度的结果表明,通过对第IV点的调查结果进行分析,车辆密度最大的是第V点,即Walisongo, Pecangaan Jepara的红灯路口,发生在下午16:00 - 17:00的高峰时段。车辆密度= 36.31 pcu / h,道路服务水平(B), LOS分析值为0.31,为良好。为了尽量减少冲突和事故的发生,在每个I-V测量点,有必要在每个路段增加一个警告标志或额外的标志
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Analisis Kepadatan Kendaraan Jalan Pecangaan - Kedung Kabupaten Jepara
The vehicle density analysis survey is a survey conducted with the aim of knowing the size of the density and also the obstacle factors on the analyzed road. At the Bugel Kedung Jepara T-junction, the survey point is the middle point of the current conflict, or the meeting point of two heavy vehicle flows, from the flow of vehicles originating from the traffic light at the junction of Pecangaan Walisongo Jepara and the flow of vehicles originating from the Mantingan Jepara red light intersection. The survey results on Thursday and Sunday, on Thursday can represent the effective working day, the degree of saturation is 0.16 pcu / hour, 2 seconds delay for a total of 5796 vehicles, the side friction is 223.8, indicating that the level of side resistance (L) low. The results of the calculation of vehicle density using the Greenshields Method show that after analyzing the survey results at point IV, the densest point is at point V, which is at the red light junction of Walisongo, Pecangaan Jepara, which occurs during the peak hours of the afternoon at 16.00 - 17.00 WIB. Vehicle density = 36.31 pcu / hour and the level of road service (B) with a LOS analysis value of 0.31 including good. To minimize the occurrence of conflicts and accidents, at each I-V survey point it is necessary to add a caution sign or additional signs on each road segment
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