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All Journal FROPIL (Forum Profesional Teknik Sipil) Inersia : Jurnal Teknik Sipil Jurnal Teknik Gradien
Ni Made Widya Pratiwi
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Civil Engineering, Building, Construction & Architecture

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PENGARUH BANGKITAN DAN TARIKAN OPERASIONAL UNIT RAWAT JALAN RSU PURI RAHARJA TERHADAP KINERJA LALU LINTAS Ni Made Widya Pratiwi
FROPIL (Forum Profesional Teknik Sipil) Vol 8 No 2 (2020): FROPIL (Forum Profesional Teknik Sipil)
Publisher : Jurusan Teknik Sipil Universitas Bangka Belitung

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (484.547 KB) | DOI: 10.33019/fropil.v8i2.2018

Abstract

Unit Rawat Jalan RSU Puri Raharja merupakan salah satu pelayanan kesehatan yang disediakan oleh RSU Puri Raharja. Unit Rawat Jalan RSU Puri Raharja berlokasi di Jalan W.R. Supratman, dimana jalan tersebut merupakan jalan kolektor yang memiliki kinerja ruas jalan yang cukup padat. Dengan adanya operasional dari Unit Rawat Jalan RSU Puri Raharja ini tentukan memberikan pengaruh terhadap kinerja lalu lintas di sekitarnya, yaitu Jalan W.R. Supratman dan Jalan Gadung. Dari hasil analisis didapatkan bahwa Jalan W.R. Supratman pergerakan terpadat pada hari kerja terjadi pada pukul 17.00 – 18.00 WITA dengan volume lalu lintas sebesar 2598,2 smp/jam. Volume lalu lintas Jalan Gadung pada hari kerja, jam puncak terjadi pada pukul 12.15 – 13.15 WITA dengan volume lalu lintas sebesar 445,0 smp/jam. Kinerja Jalan W.R. Supratman yang berada di depan lokasi Unit Rawat Jalan RSU Puri Raharja yang terkena dampak langsung dari operasional tersebut. Jalan W.R. Supratman pada jam puncak saat hari kerja memiliki V/C ratio sebesar 0,83. Jumlah bangkitan dan tarikan yang ditimbulkan sebesar 54,4 smp/jam. Kondisi eksisting merupakan kondisi saat ini dimana Unit Rawat Jalan RSU Puri Raharja telah beroperasi. Dengan adanya operasional Unit Rawat Jalan RSU Puri Raharja tersebut berdampak sebesar 2,09% terhadap kinerja lalu lintas di Jalan W.R. Supratman pada kondisi eksisting.
PERENCANAAN PELAKSANAAN PROYEK KONSTRUKSI PADA PROYEK PEMBANGUNAN RUMAH SUSUN SEKOLAH TINGGI AGAMA HINDU NEGERI MPU KUTURAN SINGARAJA I Gusti Ngurah Wiryadharma Verdianata; Ni Komang Armaeni; Ni Made Widya Pratiwi
Jurnal Teknik Gradien Vol 15 No 02 (2023): JURNAL TEKNIK GRADIEN
Publisher : Fakultas Sains dan Teknologi Universitas Ngurah Rai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47329/teknik_gradien.v15i02.1096

Abstract

Project planning is the first step in managing the resources, funds and time that has been determined to complete the project. The project for the construction of the Mpu Kuturan Singaraja State Hindu Religious High School Flat is a project that has been implemented but does not have an existing plan yet. Therefore, the author tries to make a plan according to the method that has been studied. This plan consists of a Construction Project Implementation Method Plan, a Project Implementation Schedule Plan using the Precedence Diagram Method (PDM), an Implementation Cost Plan (RBP), a Cost Budget Plan (RAB), and a Achievement Schedule with the S Curve Method.
ANALISIS KINERJA RUAS JALAN AKIBAT BEROPERASINYA SMP NEGERI 1 BLAHBATUH DAN TIDAK BEROPERASINYA SMP NEGERI 1 BLAHBATUH I Dewa Ayu Dwi Darmayanti; Ni Made Widya Pratiwi; Putu Aryastana
Inersia: Jurnal Teknik Sipil Vol. 16 No. 2 (2024)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33369/ijts.16.2.123-136

Abstract

Activities at school have a direct impact on traffic, especially during school hours. Side obstacles that worsen road performance and increase delays, along with vehicle entry and exit activities to or from school, disrupt traffic performance. While the presence of rise and pull is not a cause of decreased road performance, behavior that does not comply with traffic signs often is. This research uses data collection techniques by direct observation to gather the necessary data at the research site. This observation was carried out directly and lasted for one day to obtain road geometric data, traffic volume, side obstacle data, speed, and trip generation data. Changes were observed in vehicles leaving and heading to SMP Negeri 1 Blahbatuh during the survey time. The magnitude ranged from 0.8 second/hour to 173.8 second/hour. The low conditions occurred between 08.45-09.45 and the highest conditions between 06.30-07.30. The peak time for the departure or arrival of vehicles at SMP Negeri 1 Blahbatuh is 06.30-07.30. When SMP Negeri 1 Blahbatuh operates during peak hours, the traffic volume is less than when it is not operating. It is known that the saturation level fell by 27.39%, traffic volume fell by 1.19%, and road capacity remained unchanged. It is also known that at the peak of trip generation there was a decrease in traffic volume by 10.51%, an increase in road capacity by 4.45%, and a decrease in saturation levels by 29.33% when SMP Negeri 1 Blahbatuh was operating compared to when it was not operating.
Co-Authors I Dewa Ayu Dwi Darmayanti I Gusti Ngurah Wiryadharma Verdianata Ni Komang Armaeni Putu Aryastana