Hasan, Muhammad Fahri (2024) Analisis Kinerja Ruas Jalan Raya Surabaya-Malang ( Studi Kasus JL. Raya Bypass Pandaan, Kabupaten Pasuruan). Undergraduate thesis, Universitas Muhammadiyah Malang.
PENDAHULUAN.pdf
Download (2MB) | Preview
BAB I.pdf
Download (886kB) | Preview
BAB II.pdf
Download (1MB) | Preview
BAB III.pdf
Download (1MB) | Preview
BAB IV.pdf
Restricted to Registered users only
Download (1MB) | Request a copy
BAB V.pdf
Restricted to Registered users only
Download (660kB) | Request a copy
LAMPIRAN.pdf
Restricted to Registered users only
Download (1MB) | Request a copy
POSTER.pdf
Restricted to Registered users only
Download (349kB) | Request a copy
Abstract
Road performance is the ability of a road section to serve traffic flow traffic that occurs on certain road sections. Road performance is determined by capacity, degree of saturation, average speed and travel time. Traffic congestion is a main topic that is always a problem, especially in big cities such as Pasuruan Regency, especially on Jalan Surabaya - Malang Bypass Pandaan. This road is an escape route that should be free from obstacles, however
This condition is caused by the accumulation of vehicles that exceed capacity which is already available on the road and causes traffic jams during hours certain conditions so that the smooth flow of traffic is disrupted, it is necessary to carry out research
to determine the impact on road performance and find effective solutions efficient. The method used to analyze the Surabaya - Malang Bypass road Pandaan is to use the Indonesian Road Capacity Manual Method
(MKJI) in 1997. This research also predicts the condition of the road network in 5 next year. Based on the evaluation carried out, the performance of the road section was obtained Under current conditions it is 2904 pcu/hour, the degree of saturation in the west-east direction is 0.80 and east – west direction is 0.56. So this research focuses on direction West to East. The most influential alternative is the first alternative by diverting the flow of motorbikes (MC) and light vehicles (LV) from the main road (Jl. Surabaya-Malang Bypass Pandaan) to the alternative road (Jl. Kalitengah Baru towards Jl. Customs). With this alternative the DS value can be reduced from 0.80 to 0.38. For existing conditions in the next 5 years, use alternatives The current diversion obtained DS in the west-east direction of 0.43. The road section is in the ratio
volume and capacity stable flow conditions
Item Type: | Thesis (Undergraduate) |
---|---|
Student ID: | 201710340311238 |
Keywords: | Degree of saturation, level of road service, capacity, traffic volume |
Subjects: | A General Works > AC Collections. Series. Collected works A General Works > AS Academies and learned societies (General) H Social Sciences > HN Social history and conditions. Social problems. Social reform L Education > LB Theory and practice of education |
Divisions: | Faculty of Engineering > Department of Civil Engineering (22201) |
Depositing User: | 201710340311238 arifahri08 |
Date Deposited: | 13 Feb 2024 03:24 |
Last Modified: | 13 Feb 2024 03:24 |
URI: | https://eprints.umm.ac.id/id/eprint/3837 |