DONI HAMZAH, NIM 112019006 (2025) EVALUASI KINERJA SIMPANG TIDAK BERSINYAL (Simpang Jln Sekayu Pendopo-Jln Merdeka) KOTA SEKAYU, KABUPATEN MUSI BANYUASIN. Skripsi thesis, Universitas Muhammadiyah Palembang.

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Abstract

ABSTRAK Traffic congestion occurs due to several factors, such as many road users who are not orderly, road users going against the flow, lack of traffic officers supervising, cars parked on the roadside, uneven road surfaces, no pedestrian bridges, and no restrictions on vehicle types. The type of research used in this study is quantitative. This research was conducted on Jalan Simpang Sekayu Pendopo, Sekayu City, Musi Banyuasin Regency. Based on the results of research calculations at the unsignalized intersection of the Sekayu Pendopo intersection or see table 4.6. then the calculation results are as follows: average approach width (Flp) of 3.37 meters, Actual capacity (C) of 3030.16 smp/hour, Degree of Saturation (Dj) with a value of 0.663, Intersection traffic delay (TLL) of 7.453 sec/smp Main road traffic delay (T_LLma) of 5.601 sec/smp, Minor road traffic delay (T_LLmi) of 9.284 sec/smp, Intersection geometric delay (DG) of 4.337 sec/smp, Intersection delay (T) of 11.79 sec/smp. and queue probability (P_a) with a value of 37.240% 18.118%.

Item Type:	Thesis (Skripsi)
Additional Information:	1. Ir. Revisdah, M.T 2. Ir. Notoroyan, M.T
Uncontrolled Keywords:	Keywords: Analysis, Congestion, and Road
Subjects:	Teknik Sipil > teknik jalan raya
Divisions:	Fakultas Teknik > Teknik Sipil (S1)
Depositing User:	Mahasiswa Fakultas Teknik
Date Deposited:	07 May 2025 03:26
Last Modified:	07 May 2025 03:26
URI:	http://repository.um-palembang.ac.id/id/eprint/30415

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