雅加达外环路(JOOR)S 段(Pondok Pinang-Taman Mini)拥堵分析

Hendrik Mardianto, Indra Tjahjani
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引用次数: 0

摘要

JORR S 收费公路是环雅加达市的 JORR 收费公路的一部分,起点是 Penjaringan,终点是 Tanjung Priok。JORR 收费公路是一条重要的交通干道,为雅加达及其周边地区的物流配送和人员流动提供便利。本研究对雅加达南区 Pondok Pinang(KM 19+800)至雅加达东区 Taman Mini(KM 32+800)的雅加达南区收费公路 S 段进行了观察。研究使用的数据材料是从 JORR S 收费公路 BUJT(即 PT.使用《1997 年印度尼西亚道路通行能力手册》对 JORR S 收费路段进行性能分析。使用绿盾法分析速度、密度和交通流量之间的关系。分析收费入口合流区冲击波对行车时间的影响。怡和路 S 收费路段饱和度超过 1(服务等级 F)的分析结果出现在 14.00 - 19.00 的 A 线和 07.00 - 18.00 的 B 线,饱和度 0.85 - 1 的 A 线出现在 07.00 - 14.00、19.00 - 20.00,B 线出现在 06.00 - 07.00、18.00 - 20.00,这表明怡和路 S 收费路段的状况不佳。约旦河西岸收费路段出现拥堵的原因是车流量接近甚至超过了现有道路的通行能力。A 线和 B 线的车流以轻型车辆(LV)为主,A 线为 84.80%,B 线为 82.27%。高峰时段的平均行车时间为 6 时至 21 时,A 线为 65.65 分钟,B 线为 173.70 分钟。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Analisis Kemacetan Jalan Tol Lingkar Luar Jakarta (JOOR) Ruas S (Pondok Pinang-Taman Mini) Jakarta
The JORR S toll road is part of the JORR toll road which runs around the city of Jakarta starting from Penjaringan and ending in Tanjung Priok. The JORR toll road is an important transportation artery to facilitate the flow of logistics distribution and mobility of the people of Jakarta and its surroundings. On observation of JORR S toll road congestion often occurs most of the day.This research was conducted on the JORR toll road section S starting from Pondok Pinang, South Jakarta (KM 19+800) to Taman Mini East Jakarta (KM 32+800). The data used as material for the research is traffic data for February 2023 obtained from the JORR S toll road BUJT, namely PT. Hutama Karya Branch Jorr S. Performance analysis of JORR S toll road section using Indonesian Road Capacity Manual 1997. Analyze the relationship between speed, density, and traffic flow using the Greenshield method. Analysis of travel time affected by shock waves in the toll entrance merging area. The results of the analysis of the degree of saturation of the JORR S toll road section more than 1 (service level F) occur on line A at 14.00 – 19.00 and on line B at 07.00 – 18.00, saturation degree 0.85 – 1 on line A occurs at 07.00 – 14.00, 19.00 – 20.00, on line B occurs at 06.00 – 07.00, 18.00 – 20.00. this indicates that the condition of the JORR S toll road section is poor. The congestion that occurs on the JORR S toll road section is caused by traffic flow that almost or even exceeds the capacity of the existing road. Traffic flow on lines A and B is dominated by light vehicles (LV) with a percentage of 84.80% on line A and 82.27% on line B. The average travel time during peak hours is 06.00 – 21.00 on line A 65.65 minutes and line B 173.70 minutes.
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