Performance analysis of road section and unsignalized intersections on Jalan Cileungsi Setu and Jalan Raya Narogong

The unsignalized intersection which is located in Cileungsi District, precisely on Jalan Cileungsi Setu and Jalan Raya Narogong, is a commercial area with dense economic activity and densely populated settlements. As a result of the dense activity, congestion occurs due to the large number of vehicl...

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Main Authors: Isradi, Muhammad, Tarastanty, Nandhita Aulia, Dermawan, Widodo Budi, Mufhidin, Amar, Prasetijo, Joewono
Format: Article
Language:English
Published: 2021
Subjects:
Online Access:http://eprints.uthm.edu.my/4100/1/J12881_8eeedc4186a6e95ededb196fddf6f0d3.pdf
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author Isradi, Muhammad
Tarastanty, Nandhita Aulia
Dermawan, Widodo Budi
Mufhidin, Amar
Prasetijo, Joewono
author_facet Isradi, Muhammad
Tarastanty, Nandhita Aulia
Dermawan, Widodo Budi
Mufhidin, Amar
Prasetijo, Joewono
author_sort Isradi, Muhammad
collection UTHM
description The unsignalized intersection which is located in Cileungsi District, precisely on Jalan Cileungsi Setu and Jalan Raya Narogong, is a commercial area with dense economic activity and densely populated settlements. As a result of the dense activity, congestion occurs due to the large number of vehicles passing the road, especially during peak hours, namely the morning and evening. Seeing this problem, an analysis is needed that aims to determine the volume, performance of roads, and unmarked intersections as measured by capacity, degree of saturation, and level of service. In analyzing this study using the Indonesian Road Capacity Manual (MKJI) 1997 method which will determine the performance of roads and intersections without signs. The data needed in this research are primary data in the form of geometric road data, traffic volume, vehicle speed data, and side friction. As well as secondary data in the form of location maps, land use, and population data. From the results of data analysis and processing, the busiest traffic flow at the intersection occurred on Sunday, November 15, 2020 at 17.30 - 18.30 WIB, the saturation degree value was 1.17 with LOS F. By doing an alternative solution, the saturation degree value was 0.68 and LOS B with placing signs are prohibited from stopping around intersections, and prohibiting the flow of traffic turning right either from the main road D to the Minor C road or from the Minor C road to the main road B. On Jalan Raya Narogong, the degree of saturation is 0.74 LOS C service, this shows that the road sections do not exceed the figure required by MKJI 1997, namely ≤ 0.75.
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spelling uthm.eprints-41002021-11-25T02:47:41Z http://eprints.uthm.edu.my/4100/ Performance analysis of road section and unsignalized intersections on Jalan Cileungsi Setu and Jalan Raya Narogong Isradi, Muhammad Tarastanty, Nandhita Aulia Dermawan, Widodo Budi Mufhidin, Amar Prasetijo, Joewono TE210-228.3 Construction details. Including foundations, maintenance, equipment The unsignalized intersection which is located in Cileungsi District, precisely on Jalan Cileungsi Setu and Jalan Raya Narogong, is a commercial area with dense economic activity and densely populated settlements. As a result of the dense activity, congestion occurs due to the large number of vehicles passing the road, especially during peak hours, namely the morning and evening. Seeing this problem, an analysis is needed that aims to determine the volume, performance of roads, and unmarked intersections as measured by capacity, degree of saturation, and level of service. In analyzing this study using the Indonesian Road Capacity Manual (MKJI) 1997 method which will determine the performance of roads and intersections without signs. The data needed in this research are primary data in the form of geometric road data, traffic volume, vehicle speed data, and side friction. As well as secondary data in the form of location maps, land use, and population data. From the results of data analysis and processing, the busiest traffic flow at the intersection occurred on Sunday, November 15, 2020 at 17.30 - 18.30 WIB, the saturation degree value was 1.17 with LOS F. By doing an alternative solution, the saturation degree value was 0.68 and LOS B with placing signs are prohibited from stopping around intersections, and prohibiting the flow of traffic turning right either from the main road D to the Minor C road or from the Minor C road to the main road B. On Jalan Raya Narogong, the degree of saturation is 0.74 LOS C service, this shows that the road sections do not exceed the figure required by MKJI 1997, namely ≤ 0.75. 2021 Article PeerReviewed text en http://eprints.uthm.edu.my/4100/1/J12881_8eeedc4186a6e95ededb196fddf6f0d3.pdf Isradi, Muhammad and Tarastanty, Nandhita Aulia and Dermawan, Widodo Budi and Mufhidin, Amar and Prasetijo, Joewono (2021) Performance analysis of road section and unsignalized intersections on Jalan Cileungsi Setu and Jalan Raya Narogong. International Journal of Engineering, Science & InformationTechnology (IJESTY), 1 (2). pp. 72-80. https://doi.org/10.52088/ijesty.v1i2.108
spellingShingle TE210-228.3 Construction details. Including foundations, maintenance, equipment
Isradi, Muhammad
Tarastanty, Nandhita Aulia
Dermawan, Widodo Budi
Mufhidin, Amar
Prasetijo, Joewono
Performance analysis of road section and unsignalized intersections on Jalan Cileungsi Setu and Jalan Raya Narogong
title Performance analysis of road section and unsignalized intersections on Jalan Cileungsi Setu and Jalan Raya Narogong
title_full Performance analysis of road section and unsignalized intersections on Jalan Cileungsi Setu and Jalan Raya Narogong
title_fullStr Performance analysis of road section and unsignalized intersections on Jalan Cileungsi Setu and Jalan Raya Narogong
title_full_unstemmed Performance analysis of road section and unsignalized intersections on Jalan Cileungsi Setu and Jalan Raya Narogong
title_short Performance analysis of road section and unsignalized intersections on Jalan Cileungsi Setu and Jalan Raya Narogong
title_sort performance analysis of road section and unsignalized intersections on jalan cileungsi setu and jalan raya narogong
topic TE210-228.3 Construction details. Including foundations, maintenance, equipment
url http://eprints.uthm.edu.my/4100/1/J12881_8eeedc4186a6e95ededb196fddf6f0d3.pdf
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