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Anthoneta Maitimu
Politeknik Negeri Ambon
Automotive Engineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Electrical & Electronics Engineering Engineering Law, Crime, Criminology & Criminal Justice Public Health Social Sciences Transportation Other

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ANALISA KAPASITAS RUANG PARKIR (Off Sreet) SEPEDA MOTOR DI AMBON PLAZA Ilham Muhammad Echsan Umasugi; Anthoneta Maitimu; Elisabeth Talakua
JURNAL SIMETRIK Vol. 13 No. 1 (2023)
Publisher : Pusat Penelitian dan Pengabdian Kepada Masyarakat (P3M) Politeknik Negeri Ambon

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/js.v13i1.1269

Abstract

Ambon plaza terletak di Ruas jalan Sam Ratulagi dan Ruas jalan Yos Sudarso dengan panjang pada ruas jalanSam Ratulagi adalah 450 Meter, sedangkan pada ruas jalan Yos Sudarso 460 meter, lebar ruas jalan Sam Ratulagi adalah jalan 7 Meter, dan lebar jalan Yos sudarso adalah 7 meter, kedua ruas jalan tersebut memilik 2 arah , 2 jalur dan terdapat median di ke dua ruas jalan tersebut. Akibat banyaknya pengunjung yang keluar masuk Ambon Plaza dengan kendaraan bermotor, hal ini sangat berpengaruh terhadap lahan parkir yang tersedia, sehingga kendaraan bermotor dalam hal ini sepeda motor lebih banyak parkir di ruas jalan (Parkir off street) yang ada. Ada kendaraan bermotor yang parkir disebelah kiri median jalan, depan pertokoan, ada kendaraan yang parkir disebelah kanan jalan tepatnya di depan Ambon Plaza, maupun di sisi kanan dan kiri Ambon Plaza. Hal ini sangat berpengaruh terhadap kondisi lalu lintas pada ruas jalan Sam Ratulagi Dan Ruas Jalan Yos Sudarso.Tujuan dari penelitian ini adalah untuk mengetahui dan menganalisa karakteristik parkir,kapasitas parkir dan kebutuhan ruang parkir yang terdapat di ambon plaza di kota ambon.Hasil analisa yang di peroleh karakteristik parkir sepeda motor memiliki volume sebesar 1010 kendaraan, durasi parkir berkisar 1-60 menit, akumulasi parkir tertinggi terjadi pada hari minggu 31 oktober 2021 pada jam 15.01-16.00 sebanyak 136 kendaraan, tingkat pergantian terbesar terjadi pada tanggal 28 oktober 2021 sebesar 4,81 motor/petak parkir,serta indeks parkir sebesar 64,76%,kapasitas ruang parkir sepeda motor 204 .
ANALISIS PARKIR KENDARAAN RODA EMPAT PADA RUAS JALAN A.Y. PATTY DI KOTA AMBON Rally Victor Salhuteru; Anthoneta Maitimu; Edison Hukom
Journal Agregate Vol. 2 No. 1 (2023): Maret
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/ja.v2i1.1408

Abstract

On the A. Y. Patty road the length of the road is ± 425 meters, the width of the road is 8.75 meters and the road median is 1.9 meters. For this road, the availability of insufficient parking space makes road users misuse road sections that should not be used as parking lots. This is caused by misuse of land use because there are many along this road. So it is necessary to examine the analysis to detemine the performance of traffic and parking space available for four-wheelend vehicles. What are the characteristics of the parking space and the capacity of the available parking spaces on the A. Y. Patty road in Ambon City, which are still sufficient to accommodate four-wheeled vehicles? The method used is the direct approach method, where the calculation of parking space capacity is by calculating directly used for parking SRP Passenger cars score I. The highest parking volume was on Monday 12 September 2022 as many as 639 vehicles with the highest accumulation of 78 vehicles. The capacity of the parking space for 78 vehicles is 969,54 which is smaller than the available land which is 1.305,158, which means it still fulfills or accommodates parked vehicles.  
ANALISA PENATAAN PARKIR KENDARAAN RODA 4 DAN RODA 2 TERHADAP KAPASITAS RUANG PARKIR PADA RUAS JALAN DIPONEGORO KOTA AMBON Christo Balriyanan; Anthoneta Maitimu; Edison Hukom
Journal Agregate Vol. 2 No. 1 (2023): Maret
Publisher : Jurusan Teknik Sipil

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31959/ja.v2i1.1422

Abstract

Parking is a state of immobile vehicles that are temporary. Circulation is the movement of poepole or objects that are neede to k through a site, Diponegoro street Ambon City, whose road length is 700 meters , is filled with parking vichles , 4-wheeled and 2-wheeled. On this street, there are also many shooping  facilities and banks. In fact because as vehicles increase in front of the self-service planet 2000 in the afternoon until late evening the volume of perfomance of the traffic and available parking lots and anticipate the growth of vehcles that are increasing year. What are the characteristics of parking spaces on Diponegoro road sections in Ambon City and is the available parking space capacity on Diponegoro road sections still sufficient to accommodate 2-wheeled and 4-wheeled vehicle
Analisa Kinerja Lalu Lintas Akibat Pembangunan Underpass di Jalan Jenderal Sudirman Kota Ambon Syaharani Maruapey; Anthoneta Maitimu; Ruben Kumbangsila
KOLONI Vol. 3 No. 1 (2024): MARET 2024
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/koloni.v3i1.599

Abstract

Underpass in the infrastructure sector is a path / road that is under the ground or under a bridge. Underpass serves to minimize the problem of traffic jams that often occur in several capital cities in Indonesia. One of them is the capital city of Maluku Province, namely Ambon City. Therefore, accessibility in Ambon City must be improved by providing a transportation network system such as underpasses. In this study, primary and secondary data were collected before an after the underpass on Monday – Sunday at 06.00 – 18.00 wit. Furthermore, the data is analyzed, followed by the calculation of the road capacity to the degree of satu ration. So that I can be seen the performance of traffic on Jalan Jenderal Sudirman before and after the underpass. Based on survey data, analysis, and calculation, traffic performance on the general Sudirman road before the underpass in 2019 obtained the highest density level with the value of capacity (C) = 1564 pcu/hour, traffic flow (Q) = 2730 pcu/hour, and the degree of saturation (DS) > 1.75 pcu/hour at the peak hour of the afternoon. Meanwhile, traffic performance after the underpass in 2020 obtained the highest density level with the value of capacity (C) = 1470 pcu/hour, traffic flow (Q) =1232 pcu/hour, and the degree of saturation (DS) > 0.84 pcu/hour at the peak of the afternoon The average degreeof saturation (DS) = 1.23 pcu/hour before the underpass and (DS) = 0.53 pcu/hour after the underpass. So the traffic performance after the underpass decreased by 43.1% from the performance before the underpass
Co-Authors Christo Balriyanan Edison Hukom Elisabeth Talakua Ilham Muhammad Echsan Umasugi Rally Victor Salhuteru Ruben Kumbangsila Syaharani Maruapey