Damanik, Michael David Aldamora (2019) Evaluasi Kinerja dan Pelayanan Gerbang Tol Belawan-Medan-Tanjung Morawa (Studi Kasus : Gerbang Tol Amplas dan Gerbang Tol Tanjung Mulia). Other thesis, Institut Teknologi Sepuluh Nopember.
Preview |
Text
03111540000138_Undergraduate_Theses.pdf Download (4MB) | Preview |
Abstract
Jalan tol adalah jalan bebas hambatan berbayar yang
mempunyai tujuan untuk memperlancar lalu lintas. Seiring dengan
meningkatnya jumlah kendaraan, volume lalu lintas kendaraan
pada jalan tol juga ikut meningkat yang mengakibatkan terjadinya
antrian yang panjang pada gerbang tol. Tugas akhir ini
mengevaluasi antrian yang terjadi pada gerbang tol Amplas dan
Tanjung Mulia pada ruas tol Belmera karena sering terjadi antrian
pada gerbang tol tersebut terutama pada jam-jam sibuk.
Diperlukan peninjauan terhadap kinerja gerbang tol agar didapat
jumlah gardu tol yang optimum untuk menampung volume
kendaraan yang ada pada saat ini dan tahun-tahun mendatang
Pengerjaan tugas akhir mulai dilakukan dengan
menentukan lokasi, melakukan survei, dan mencari studi
literature. Data yang diambil saat melakukan survei yaitu tingkat
kedatangan kendaraan, waktu pelayanan, dan panjang antrian
kendaraan. Analisa yang dilakukan yaitu analisa tingkat
kedatangan, waktu pelayanan, intensitas lalu lintas, serta analisa
viii
antrian. Analisa antrian dilakukan menggunakan metode First In
First Out sebagai disiplin antrian dan metode Single Channel –
Single Phase untuk struktur antrian
Hasil evaluasi gerbang tol diketahui tingkat kedatangan
kendaraan pada gerbang tol Amplas arah masuk sebesar 542
kend/jam/gardu; gerbang tol Amplas arah keluar sebesar 313
kend/jam/gardu; gerbang tol Tanjung Mulia arah masuk sebesar
494 kend/jam/gardu; gerbang tol Tanjung Mulia arah keluar
sebesar 358 kend/jam/gardu. Jumlah gardu yang dibutuhkan yaitu
5 gardu untuk gerbang tol Amplas arah masuk; 5 gardu untuk
gerbang tol Amplas arah keluar; 5 gardu untuk gerbang tol
Tanjung Mulia arah masuk; 5 gardu untuk gerbang tol Tanjung
Mulia arah keluar. Dari hasil analisa peramalan pada tahun 2024
didapat jumlah gardu yang dibutuhkan untuk masing-masing
gerbang yaitu 6 gardu tol untuk gerbang tol Amplas arah masuk;
6 gardu tol untuk gerbang tol Amplas arah keluar; 6 gardu tol
untuk gerbang tol Tanjung Mulia arah masuk; 6 gardu tol untuk gerbang tol Tanjung Mulia arah keluar
=========================================================
Toll road is a paid freeway that has the purpose of
facilitating traffic. Along with the increase in activity and the
increase in the number of vehicles, the volume of vehicle traffic on
the toll road also increased which resulted in a long queue at the
toll gate. This final project evaluates the queues that occur at
Amplas and Tanjung Mulia toll gates on the Belmera toll road
because there are frequent queues at the toll gate, especially
during rush hour. Evaluation performance of toll gates is needed
to obtain the optimum number of toll booth to accommodate the
volume of present and future vehicle
This final project will begin by determine the location to
be reviewed, conduct a survey, and look for literature studies
related to toll gates. Data taken during the survey are vehicle
arrival rates, service time, and vehicle queue length. Analysis that
used ini this project is analyisis of arrival rate, service time, traffic
intensity, and queue analysis. Queue analysis uses the First In
x
First Out method as the queue discipline and the Single Channel method - Single Phase for the queue structure
The results of the toll gate evaluation study revealed the arrival rate of vehicles at the Amplas toll gate entry direction is 542 vehicles/hour/substation; Amplas toll gate exit direction is 313 vehicles/hour/substation; Tanjung Mulia toll gate entry direction is 494 vehicles/hour/substation; Tanjung Mulia toll gate exit direction is 358 vehicles/hour/substation. The number of substations needed for each toll gate at this time is 5 toll booths for Amplas toll gate entry direction; 5 toll booths for Amplas toll gates exit direction; 5 toll booths for Tanjung Mulia toll gate entry direction; 5 toll booths for the Tanjung Mulia toll gate exit direction. From the results of forecasting analysis in 2024, the number of substations needed for each gate is 6 toll booths for Amplas toll gates entry direction; 6 toll booths for Amplas toll gate exit direction; 6 toll booths for Tanjung Mulia toll gate entry direction; 6 toll booths for Tanjung Mulia toll gate exit direction.
| Item Type: | Thesis (Other) |
|---|---|
| Uncontrolled Keywords: | Kinerja Gerbang Tol, Tol Belmera, Gardu tol Optimum, Antrian Kendaraan |
| Subjects: | H Social Sciences > HE Transportation and Communications > HE311.I4 Urban transportation T Technology > TE Highway engineering. Roads and pavements > TE7 Transportation--Planning |
| Divisions: | Faculty of Civil, Environmental, and Geo Engineering > Civil Engineering > 22201-(S1) Undergraduate Theses |
| Depositing User: | Michael David Aldamora Damanik |
| Date Deposited: | 09 Jul 2024 02:15 |
| Last Modified: | 09 Jul 2024 02:15 |
| URI: | http://repository.its.ac.id/id/eprint/68826 |
Actions (login required)
 |
View Item |