Analisis Kemacetan Jalan Tol Lingkar Luar Jakarta (JOOR) Ruas S (Pondok Pinang-Taman Mini) Jakarta
Abstract
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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Budi Utomo, Heri, 1998, Analisis Gelombang Kejut Pada Jalan Bebas Hambatan dan Persimpangan Berlampu Lalu Lintas
Bella, Marlien Helti Lidya Astri, 2016, Analisa Gelombang Kejut pada Persimpangan Bersinyal (Studi Kasus: Jl. 17 Agustus – Jl. Babe Palar. Jurnal Sipil Statik, 4(9).
Morlok EK, 1991, Pengantar Teknik dan Perencanaan Transportasi, Erlangga, Jakarta.
Margareth, M. 2015. Studi Kemacetan Lalu Lintas Di Pusat Kota Ratahan. Skripsi, Program Studi Perencanaan Wilayah dan Kota Universitas Sam Ratulangi Manado.
Oglesby, Clarkson Hicks., 1999. Teknik Jalan Raya, Jilid I. Gramedia. Jakarta.
Peraturan Pemerintah (PP) Nomor 15 Tahun 2005 tentang Jalan Tol
Peraturan Gubernur Nomor 88 Tahun 2019 tentang Perubahan Atas Peraturan Nomor 155 Tahun 2018 tentang Pembatasan Lalu Lintas dengan Sistem Ganjil Genap
Syamsuddin. 2004. Kajian Kinerja Jalan Arteri Primer di Simpul Jalan Tol Jatingaleh Kota Semarang. Tesis. UGM. Yogyakarta.
Sitanggang, Rohana, 2018, Faktor-Faktor Penyebab Kemacetan di Dki Jakarta.
Tamin, Ofyar Z., 2003. Perencanaan dan Pemodelan Transportasi, Penerbit ITB, Bandung.
DOI: http://dx.doi.org/10.33087/jiubj.v24i1.4282
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