对 Temanggung Tilung 公路(1+300 站至 1+500 站)关键路径的道路性能进行评估

Elisabet Suharti, Nirwana Puspasari
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摘要

Temanggung Tilung 路是一条 4/2 D 级公路,车道长 5.5 米,连接巴兰卡拉雅的 RTA Milono 路和 G. Obos 路。这条道路的交通流量每年都在增加。该研究评估了 Temanggung Tilung Palangkaraya 路段在交通高峰期的表现和路段因素。实地调查收集了原始数据。数据处理结果显示,G.Obos-RTA Milono 方向的饱和度仍为最佳(DS = 0.22 pcu/hour),而 RTA Milono-G.obos 方向的饱和度为(DS = 0.22 pcu/hour),表明该路段属于标准等级。Temanggung Tilung 路段(现有)的参数显示,Temanggung Tilung 路段高峰时段的平均交通量最高,为 709.15 立方厘米/小时;交通空间的平均速度最高,为 36.8 公里/小时;Temanggung Tilung 路段的侧阻力最高,为 1026.43 立方厘米/小时。因此会在某一点造成拥堵。
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Evaluasi Kinerja Jalan Pada Jalur Kritis Jalan Temanggung Tilung (Sta 1+300 Sampai Sta 1+500)
Temanggung Tilung road, a class 4/2 D road with 5.5-meter lanes, joins RTA Milono road and G. Obos road in Palangka Raya. This road sees more traffic every year. The research assessed the performance of Temanggung Tilung Palangkaraya sections during peak traffic hours and road section factors. Field surveys collected primary data. For performance analysis, it refers to the 1997 (MKJI) for urban roads and from the results of data processing, it shows that the degree of saturation that occurs is still optimal (DS = 0.22 pcu/hour) direction of G.Obos-RTA Milono while the direction of RTA Milono-G.obos with (DS = 0.22 pcu/hour) indicates that the road section is included in the standard class. Parameters on the Temanggung Tilung road section (existing) obtained the highest average traffic volume at peak hours on the Temanggung Tilung road section of 709.15 pcu/hour, the highest average speed of traffic space of 36.8 km/hour, the highest side resistance of 1026.43 side friction that occurs on the Temanggung Tilung road section is categorized as very high, both for parked or stopped vehicles, pedestrians and slow vehicles. Thus causing congestion at a certain point.
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