Anggraini, Leny (2022) Analisa Kinerja Ruas Jalan Sebelum dan Sesudah Penerapan Sistem Satu Arah di Jalan Ahmad Yani Kabupaten Nganjuk. Undergraduate thesis, Fakultas Teknik Universitas Merdeka Malang.
![]() |
Text
Cover Daftar Isi.pdf Download (1MB) |
![]() |
Text
BAB I.pdf Download (277kB) |
![]() |
Text
BAB II.pdf Restricted to Repository staff only Download (204kB) |
![]() |
Text
BAB III.pdf Restricted to Repository staff only Download (236kB) |
![]() |
Text
BAB IV.pdf Restricted to Repository staff only Download (757kB) |
![]() |
Text
BAB V.pdf Restricted to Repository staff only Download (64kB) |
![]() |
Text
DAFTAR PUSTAKA.pdf Download (132kB) |
![]() |
Text
HASIL CEK PLAGIASI.pdf Download (13kB) |
Abstract
Regulating the flow of traffic on Jalan Ahmad Yani into one direction aims to unravel congestion during peak hours. Before the implementation of the one-way system, Jalan Ahmad Yani was very crowded and congested due to vehicles parked on the shoulder of the road as well as pedestrian activities. The demolition of the road median is the best solution in widening the road and reducing congestion. This study used the 2014 Indonesian Road Capacity Guidelines (PKJI). The data needed in the field are traffic volume, vehicle speed and road geometry to support in determining the capacity of road sections, degree of saturation and free flow speed. From the calculation results using the 2014 Indonesian road capacity guidelines (PKJI), the results were obtained before the implementation of the one-way system, the capacity value of road sections was 1693.97 skr / hour and after the implementation of the one-way system the capacity value increased by 3385,8 skr/hour or an increase of 50%. The value of free current speed has increased slightly by 1% from before the implementation of the one-way system by 58.41 km / hour to 58.90 km /hour. The saturation degree value decreased by 29% where before the application of the one-way system the saturation degree value reached 0,42 and after the application of the one-way system it dropped to 0,30 indicating a quiet current condition at the time after the application of the one-way system.
Item Type: | Thesis (Undergraduate) |
---|---|
Additional Information: | Leny Anggraini NIM : 18041000062 |
Uncontrolled Keywords: | One-Way System, Road Capacity, Degree of Saturation, Free Current Speed |
Subjects: | T Technology > TA Engineering (General). Civil engineering (General) T Technology > TE Highway engineering. Roads and pavements |
Divisions: | Fakultas Teknik > S1 Teknik Sipil |
Depositing User: | Gendhis Dwi Aprilia |
Date Deposited: | 16 Feb 2025 09:26 |
Last Modified: | 16 Feb 2025 09:26 |
URI: | https://eprints.unmer.ac.id/id/eprint/4330 |
Actions (login required)
![]() |
View Item |