Analisis Pengaruh Pemasangan Median Jalan Dan Tingkat Pelayanan Diruas Jalan Mayjen Harun Sohar Kota Pagar Alam

E. Edowinsyah
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Abstract

Road segment Mayjen Harun Sohar is one of the roads in Pagar Alam city that have not road facilities such as road markings, lane division and traffic separator (median road) that have potential traffic accidents. With the problem then in the formulation of the problem how the traffic characteristics of the road ?, how the level of service without median road? and what is the level of road service with the median road ?,This study aims to determine the characteristics of traffic, to know the level of service / performance of the road without median and to know the level of service / performance of the road with the median. The method used to analyze data using manual of road capacity indonesia (MKJI 1997), this research to get value of volume of traffic flow, road capacity, degree of saturation and level of service of road. From the research results obtained volume of traffic flow peak hour Qmaks = 1144.7 smp / hour. for road of type 2/2 UD is got value of road capacity (C) = 2610 smp / hour, value of degree of saturation (Ds) = 0,53 service level C, street type 4/2 UD obtained street capacity value (C) = 5508 smp / hour, value of degree of saturation (Ds) = 0,207 level of service B and road type of 4/2 D got value of road capacity (C) = 5816,45 smp / hour, value of degree of saturation (Ds) = 0,19 level of service A. so it can be concluded that with the installation of road median effect on road capacity, degree of saturation and level of service road.
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分析了中值道路建设和服务水平的影响,高级街道亚伦索哈尔护栏镇
Mayjen Harun Sohar路段是Pagar Alam市没有道路标志、车道划分、交通分隔线(中间道路)等道路设施的路段之一,有可能发生交通事故。有了问题那么在制定问题时道路的交通特性如何,无中间道路的服务水平如何?本研究旨在确定交通特征,了解无中位数道路的服务水平/性能,以及了解有中位数道路的服务水平/性能。本研究采用印尼道路容量手册(MKJI 1997)的数据分析方法,得到交通流量、道路容量、道路饱和程度和道路服务水平的数值。从研究结果中得出交通流量高峰小时量Qmaks = 1144.7 smp / hour。道路类型的2/2 UD是有价值的道路容量(C) = 2610 smp /小时,饱和度值(Ds) = 0, 53服务水平C, 4/2 UD获得街街道类型容量值(C) = 5508 smp /小时,饱和度值(Ds) = 0207 B的服务水平和道路4/2 D类型的有价值的道路容量(C) = 5816, 45 smp /小时,饱和度值(Ds) = 0, a 19的服务水平,因此它可以得出的结论是,路中间影响路的安装能力,服务道路的饱和程度和水平。
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