Performance Analysis of Intersections along Jalan Sulaiman/Jalan Temenggung Ahmad using SIDRA Intersection 8.0

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Abstract

Traffic engineering is a phase in engineering that involves planning, geometry design, and traffic operation on the road. Performance analysis of facilities such as intersections is part of traffic engineering studies. This study aims to analyse the performance of several intersections along Jalan Sulaiman/Jalan Temenggung Ahmad in Bandar Maharani, Muar, Johor. Therefore, the objectives are to identify a peak hour along this road based on commuter volume counting and to analyse the level of service of the selected signalised intersections. Turning movement data were collected manually at signalized intersections while for roundabouts, data were extracted from the drone-recorded video. SIDRA Intersection 8.0 was used to analyse the collected data in this study. The commuter volume study found that the peak hour and the peak 15-minute are from 5.30 p.m. to 6.30 p.m. and 6.00 p.m. to 6.15 p.m. with 2420 and 653 vehicles, respectively. Based on the performance analysis, the level of service for all studied intersections during the peak hour is at the worst performance or F and needs immediate action by the local authority. In summary, the intersections along Jalan Sulaiman/Jalan Temenggung Ahmad can be considered among the busiest road in Bandar Maharani Muar based on the analysis outcomes. The responsible party should carry out proper intervention to increase the capacity at the involved intersections.
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使用 SIDRA Intersection 8.0 对沿 Jalan Sulaiman/Jalan Temenggung Ahmad 的交叉口进行性能分析
交通工程是工程学的一个阶段,涉及道路的规划、几何设计和交通运行。交叉口等设施的性能分析是交通工程研究的一部分。本研究旨在分析柔佛州麻坡马哈拉尼市 Jalan Sulaiman/Jalan Temenggung Ahmad 沿线几个交叉路口的性能。因此,其目标是根据通勤人数计算确定该道路沿线的高峰时段,并分析选定信号交叉口的服务水平。信号交叉口的转弯运动数据由人工收集,而环岛的数据则从无人机录制的视频中提取。本研究使用 SIDRA Intersection 8.0 对收集到的数据进行分析。通勤交通量研究发现,高峰小时和高峰 15 分钟分别为下午 5 时 30 分至 6 时 30 分和下午 6 时至 6 时 15 分,分别有 2420 辆车和 653 辆车。根据性能分析,所研究的所有交叉口在高峰时段的服务水平均为最差或 F 级,地方当局需要立即采取行动。总之,根据分析结果,苏莱曼山/特明贡艾哈迈德山沿线的交叉路口可被视为麻坡马哈拉尼万达最繁忙的道路之一。负责部门应采取适当的干预措施,提高相关交叉路口的通行能力。
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