ANALISIS KONDISI LALU LINTAS JALAN MAYJEND SUTOYO CAWANG

  • Efendy Tambunan Prodi Teknik Sipil Universitas Kristen Indonesia (UKI) Jakarta
DOI: https://doi.org/10.33541/cen.v3i2.4441
Keywords: Density; HCM Indonesia 1997 and 2014; Level of Service; Mayjen Sutoyo Street; MKJI 1997 and 2014

Abstract

The Cawang transmission lines are both a strategic location and a gateway for traffic moving from Bogor, Depok, and Bekasi to Jakarta, and thus a center point or integration point for modes such as TransJakarta buses, commuter trains, the Halim Perdana Kusuma Airport, LRT from Cimanggis and East Bekasi, and high-speed trains from Bandung to Jakarta. Jakarta's traffic has been becoming increasing after declining the post-Covid-19 pandemic. A study was conducted on Mayjen Sutoyo Street, which stretches about two kilometers from MT Haryono Road and DI Pandjaitan Road to the intersection of Jalan Dewi Sartika and Jalan Cililitan Besar, to determine the performance of the traffic in the Jakarta area. In addition to its strategic location, the location selected for this study results in traffic congestion on this road, especially during peak traffic. This research aims to determine the road section's traffic flow, speed, density, and service level. The traffic survey records vehicle data from the Jayakarta Regional Military Command Building to the UKI Cawang traffic light. MKJI 1997 was applied to data processing. According to data research, the service level index for Mayjen Sutoyo Road Cawang belongs to category E

References

Dwicahyanti, Z., & Tjahjani, A. R. I. (2021). Dampak Perubahan Jumlah Lajur Ruas Jalan Raya Kalibata Jakarta Selatan. Jurnal Health Sains, 2(9). https://doi.org/10.46799/jsa.v2i9.306
Haryati, S., & Najid, N. (2021). ANALISIS KAPASITAS DAN KINERJA LALU LINTAS PADA RUAS JALAN JENDERAL SUDIRMAN JAKARTA. JMTS: Jurnal Mitra Teknik Sipil, 4(1). https://doi.org/10.24912/jmts.v0i0.10460
Jaya, E. S., & Najid, N. (2021). ANALISIS KAPASITAS DAN KINERJA LALU LINTAS DI JALAN H.R. RASUNA SAID JAKARTA. JMTS: Jurnal Mitra Teknik Sipil, 4(2). https://doi.org/10.24912/jmts.v0i0.10551
Kurniawan, S. (2016). Analisa Hambatan Samping Terhadap Tingkat Pelayanan Jalan Raya. Jurnal Tapak, 6(1).
Lalenoh, R. H., Sendow, T. K., & Jansen, F. (2015). ANALISA KAPASITAS RUAS JALAN SAM RATULANGI DENGAN METODE MKJI 1997 DAN PKJI 2014. Jurnal Sipil Statik, 3(11).
Munawar, A. (2011). Speed and capacity for urban roads, Indonesian experience. Procedia - Social and Behavioral Sciences, 16. https://doi.org/10.1016/j.sbspro.2011.04.459
Salini, S., George, S., & Ashalatha, R. (2016). Effect of Side Frictions on Traffic Characteristics of Urban Arterials. Transportation Research Procedia, 17. https://doi.org/10.1016/j.trpro.2016.11.118
Stojković, M., & Vidas, M. (2022). Modern procedures for capacity and Level of Service analysis of two-lane roads. Put i Saobraćaj, 68(1). https://doi.org/10.31075/pis.68.01.04
Syaukat, Y., Sarma, M., Falatehan, A. F., & Bahtiar, R. (2019). VALUASI EKONOMI DAMPAK KEMACETAN LALU-LINTAS DI DKI JAKARTA. Jurnal Manajemen Pembangunan Daerah, 6(1). https://doi.org/10.29244/jurnal_mpd.v6i1.24652
Published
2023-01-09
How to Cite
Tambunan, E. (2023). ANALISIS KONDISI LALU LINTAS JALAN MAYJEND SUTOYO CAWANG . Jurnal Rekayasa Teknik Sipil Dan Lingkungan - CENTECH, 3(2), 99-107. https://doi.org/10.33541/cen.v3i2.4441
Issue
Vol. 3 No. 2 (2022): Jurnal Rekayasa Teknik Sipil dan Lingkungan, OKTOBER ISSN 2722-0230 (Online)
Section
Articles

Copyright (c) 2023 Efendy Tambunan

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