Kajian Biaya Perjalanan Akibat Tundaan Lalu Lintas di Ruas Jalan Hasanuddin Denpasar

Putu Budiarnaya, Adelino Sia Babo Amaral, Gusti Wismantara
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引用次数: 1

Abstract

The impact of traffic volume and the presence of side obstacles on the Hasanuddin road section causes travel delays which result in a decrease in travel time and has an impact on the time value of vehicles and Vehicle Operational Costs (BOK) that pass on these roads. The purpose of this study is to analyze the performance of the road and the travel costs that occur with delays caused by side obstacles on Jalan Hasanuddin Denpasar. The calculation of BOK for cars uses the method from the Ministry of Public Works in 2005. Meanwhile, the calculation of BOK for motorcycles adheres to the DLLAJ method for the Province of Bali – PTS Consultant 1999. The results of this study are: 1) The performance of Hasanuddin Road is: Traffic volume during peak hours in the morning 1,470.6 junior high school/hour, the afternoon peak hour is 1,346.4 pcu/hour and the afternoon peak hour is 1,425.1 pcu/hour. The road segment capacity is 2,999.8 pcu/hour at peak hours in the morning, afternoon, and evening. The speed of light vehicles at the peak hour in the morning is 13.66 km/hour, the peak hour in the afternoon is 14.32 km/hour and the peak hour in the afternoon is 12.63 km/hour. The degree of saturation is 0.490 for the morning peak hour, 0.449 for the afternoon peak hour and 0.475 for the afternoon peak hour. 2) Travel costs without traffic delays on Jalan Hasanuddin Denpasar at peak hours in the morning IDR 474,442.79, afternoon IDR 477,814.01, afternoon IDR 474,310.83 with a total amount of 1,426,547.63, then there is a delay on Hansauddin Road, morning peak hours 0.0138 hours, Afternoon 0.0141 hours, afternoon 0.0135, so for Traffic Travel Costs due to traffic delays on Jalan Hasanudin Denpasar it increases at peak hours in the morning, IDR 480,969.82 in the afternoon IDR 484,551.19, afternoon IDR 480,714.02 with an amount of IDR 1,446,235.04 at peak hours
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交通流量研究
Hasanuddin路段的交通量和侧障碍物的存在造成了旅行延误,导致旅行时间减少,并对通过这些道路的车辆的时间价值和车辆运营成本(BOK)产生了影响。本研究的目的是分析Jalan Hasanuddin Denpasar道路的性能和由于侧面障碍物造成的延误所产生的旅行成本。汽车的BOK是按照2005年建设交通部的方法计算的。同时,摩托车的BOK的计算遵循巴厘岛省的dlaj方法- PTS顾问1999。本研究结果为:1)哈萨努丁路的表现为:上午高峰时段车流量1470.6个初中/小时,下午高峰时段车流量1346.4个初中/小时,下午高峰时段车流量1425.1个初中/小时。在上午、下午和晚上的高峰时段,路段的通行能力为2999.8辆/小时。上午高峰时段轻型车车速为13.66 km/h,下午高峰时段轻型车车速为14.32 km/h,下午高峰时段轻型车车速为12.63 km/h。早高峰饱和度为0.490,下午高峰饱和度为0.449,下午高峰饱和度为0.475。2)无交通延误的登巴沙沙Jalan Hasanudin Denpasar出行成本:上午高峰时段IDR 474,442.79,下午高峰时段IDR 477,814.01,下午高峰时段IDR 474,310.83,共计1,426,547.63,然后在Hansauddin路上有延误,上午高峰时段0.0138小时,下午0.0141小时,下午0.0135小时,因此在登巴沙沙Jalan Hasanudin Denpasar交通延误造成的交通旅行成本在上午高峰时段增加,下午480,969.82 IDR 484,551.19 IDR。下午480,714.02印尼盾,高峰时段为1,446,235.04印尼盾
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