使用 PKJI 2014 方法和 PTV VISSIM 建模分析位于 Jalan Dewi Sartika - Jalan Raya Bogor 的 Cilitan 批发中心 (PGC) 十字路口的性能

Azia Novia Riza, A. Utami, A. Nurhidayat
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摘要

Pusat Grosir Cililitan(PGC)信号灯交叉路口是位于雅加达省的 67 个交通易堵点之一,这是因为该交叉路口有许多位于 Cililitan 的商业中心,如工厂、商场、中小型企业、市场、街头小贩和学校,这些商业中心的运营导致该交叉路口的换乘性能不佳。不良的换乘性能会导致排队时间过长、延误、燃料浪费以及因拥堵而造成的时间损失。本研究采用 PKJI 2014 方法和 PTV Vissim 软件学生版对交叉口进行了分析和优化。根据研究结果,得到了最大饱和度(DS)值,即 2 298 skr/小时,队列长度(QL)为 130.84 米,最大平均偏差延迟(Dsimpang)为 361.65 秒/skr。同时,该交叉口的一项优化结果为优化立交性能提供了另一种选择,即将之前的4相位改为2相位,并取消了右转的动作,延迟时间减少到48.85秒/skr,立交性能类别也从LoS F变为LoS E。
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Analisis Kinerja Simpang Bersinyal Pusat Grosir Cililitan (PGC) Jalan Dewi Sartika - Jalan Raya Bogor Dengan Metode PKJI 2014 Dan Pemodelan Menggunakan PTV VISSIM
Pusat Grosir Cililitan (PGC) signalized intersection is one of the 67 traffic-prone locations located in DKI Jakarta Province, this is because in this intersection there are many business centers in Cililitan such as factories, malls, SMEs, markets, street vendors, and schools that operate which causes poor interchange performance. Poor interchange performance leads to queue length, delays, fuel wastage and time loss due to congestion. This research was conducted to analyze and optimize intersections using the PKJI 2014 method and the Student version of PTV Vissim Software. Based on the results of the study, the largest saturation degree (DS) value was obtained, namely 2,298 skr / hour, queue length (QL) of 130.84 meters, the largest average deviation delay (Dsimpang) of 361.65 s / skr. Meanwhile, the results of one of the optimizations of the intersection provide an alternative to the optimization of the interchange performance by changing the previously 4-phase phase to 2-phase and eliminating the movement of the right turn, and a decrease in delay to 48.85 seconds / skr and a change in the interchange performance category from LoS F to LoS E.
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