Analisis Tingkat Layanan Ruas Jalan dan Persimpangan di Kecamatan Gandus Akibat Pembangunan Jalan Tol Kayu Agung – Palembang - Betung

Melawaty Agustien, Debby Yulinar
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Abstract

The construction of Musi V Bridge is part of the series of Kapal Betung Toll Road, with the toll road in and out of Social Street which is connected to Lettu Karim Kadir Street. This study aims to obtain the performance of roads and intersections in Gandus District, obtain transportation modeling of traffic movements due to  KayuAgung-Palembang-Betung Toll Road interchange, obtain predictions of the performance of roads and intersections resulting from traffic simulation models and provide policy suggestions in the form of strategies and traffic engineering management techniques. Data processing used the 2014 PKJI method and simulation with Vissim program. Results of data processing show that the performance of roads and intersections in existing conditions is still able to accommodate traffic flow, indicated by the degree of saturation that meets 2014 PKJI requirements, namely (DJ ≤ 0.85) with service level C and Vissim simulation results show the largest delay and queue length located in segment 3 (M Amin Fauzi Street -Tph Sofyian Kenawas Street) which is 138.18 meters and 21.02 seconds and on Lettu Karim Kadir Street (Direction of Musi II) of 14.04 seconds and 58.96 meters. After the operation of the Musi V Bridge, there was an increase in traffic volume which resulted in decreased performance of roads and intersections. Therefore, to improve its performance, road widening is carried out. The results of 2014 PKJI analysis showed a decrease in the degree of saturation from 0.43 to 0.35, a delay from 9.02 seconds / cur to 8.22 seconds / cur and the chances of queuing from 8.50 - 20.39% to 6.04 - 15.91% on Lettu Karim Kadir Street (Musi II Direction). 
Musi V桥的建设是Kapal Betung收费公路系列的一部分,其中进出社会街的收费公路与Lettu Karim Kadir街相连。本研究旨在获得Gandus地区道路和交叉口的性能,获得KayuAgung-Palembang-Betung收费公路立交导致的交通运动的交通建模,获得交通仿真模型对道路和交叉口性能的预测,并以策略和交通工程管理技术的形式提供政策建议。数据处理采用2014 PKJI方法,用Vissim程序进行仿真。数据处理结果表明,在现有条件下,道路和交叉口的性能仍然能够容纳交通流,以满足2014年PKJI要求的饱和程度表示;即(DJ≤0.85),服务水平为C, Vissim仿真结果显示,3段(M Amin Fauzi Street -Tph Sofyian Kenawas Street)的最大延迟和排队长度为138.18米21.02秒,Lettu Karim Kadir Street (Musi II方向)的最大延迟和排队长度为14.04秒58.96米。Musi V大桥投入使用后,交通量增加,导致道路和十字路口的性能下降。因此,为了提高其性能,进行了道路加宽。2014年PKJI分析结果显示,在Lettu Karim Kadir街(Musi II方向),饱和度从0.43下降到0.35,延迟从9.02秒/ cur下降到8.22秒/ cur,排队机会从8.50 - 20.39%下降到6.04 - 15.91%。
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