Gunarto, April (2022) Analisis Kemacetan Simpang Empat Alun-Alun Kota Kediri.
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20. Abstrak Analisis Kemacetan Simpang Empat Alun-Alun Kota Kediri_April Gunarto_2022.pdf Download (14kB) |
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Abstract
Adequate transportation facilities are very influential in the economy. One of the intersections in the city of Kediri is controlled by means of a traffic signal (APILL). In line with the current increase in traffic volume, it is necessary to study the traffic light settings at these intersections. The geometry at the analysis site is at the intersection of north, south, east, west COM type road environment. Daily Traffic Volume (LHR) is 608,302 pcs / hour. Based on the results of the analysis and performance evaluation, it can be concluded that the results of the intersection calculation indicate the existing conditions of analysis based on MKJI 1997. An idealization of the traffic light setting program, the field conditions are proven to be appropriate (feasible), namely the optimum cycle of morning peak Co = 60 seconds, and afternoon peak Co = 75 seconds is still in the range Co = 80 - 130 seconds for the 4-phase control type based on MKJI 1997. The average delay value of morning peak intersection = 38.27 seconds /pcu with LOS D. Evening peak, the average delay of intersection = 38.32 seconds / junior high school with LOS D. Keywords : Transportation, Geometry, MKJI 1997, Vehicle Volume
| Item Type: | Article |
|---|---|
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Fakultas Teknik > Prodi Teknik Sipil S1 |
| Depositing User: | NR Nurul Huda |
| Date Deposited: | 06 Jul 2023 09:57 |
| Last Modified: | 07 Jul 2023 04:16 |
| URI: | http://repository.unik-kediri.ac.id/id/eprint/603 |
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