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PARKING NEEDS ANALYSIS AS PART OF THE FEASIBILITY ASSESSMENT FOR PARKING LOT DEVELOPMENT AT POLITEKNIK NEGERI UJUNG PANDANG Andi Batari Angka; Erning Ertami Anton; Julvi Resli Datu Pagewang; Shafina Azizah Umar
Jurnal Infrastruktur Vol 9 No 2 (2023): Jurnal Infrastruktur
Publisher : Jurnal Infrastruktur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35814/infrastruktur.v9i2.5667

Abstract

The growth of motorbike and car users in several regions in Indonesia is quite high. This is because people's movement activities are increasing so the need for transportation is increasing. In Makassar City, the increase in transportation needs is also accompanied by an increase in the number of vehicles every year. Ujung Pandang State Polytechnic is one of the universities with quite high activity and interaction. This is because there is an increase in the number of students from year to year so the growth in vehicle users is greater. The increase in the number of vehicles has quite a big influence on the availability of parking lots, many parking locations have been converted into campus buildings, this condition causes the need for a place that functions to accommodate the number of vehicles each day or what is usually referred to as a parking lot. Based on the results of the research and discussion, it can be concluded that the parking capacity at the Ujung Pandang State Polytechnic is not able to accommodate the number of vehicles every day or what is usually referred to as a parking lot. Based on the results of the research and discussion, it can be concluded that the parking capacity at the Ujung Pandang State Polytechnic is not able to accommodate the number of vehicles every day. The results of the financial feasibility analysis show that the IRR value is greater than the interest rate, namely 14%, while the interest rate 13%. The payback period from the calculation results is 11 years, so the project to build a multi-story parking building facility is financially feasible to build. The need for parking space for the next 5 years on Ujung Pandang State Polytechnic cannot accommodate more vehicles, therefore this research designs a 2-story parking building that can solve the parking problem with an estimated cost of Rp. 55,651,200,000.00
Identifikasi Kerusakan Jalan Menggunakan Metode PCI (Studi Kasus Jalan Sungai Musi Kabupaten Bone) Andi Cempana Sari Iskandar; Andi Batari Angka; Muhammad Asdar; Edil Saputra
Journal of Applied Civil and Environmental Engineering Vol. 3 No. 2 (2023): Oktober
Publisher : Politeknik Negeri Ujung Pandang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31963/jacee.v3i2.4574

Abstract

Jalan adalah infrastruktur transportasi penting yang dapat memengaruhi perkembangan berbagai aspek kehidupan sehingga diharapkan tidak timbul kerusakan selama masa layanannya. Oleh karena itu, dibutuhkan pemeliharaan jalan untuk meminimalisir kerusakan jalan. Model pemeliharaan jalan yang akurat dilakukan dengan mengidentifikasi kerusakan jalan kemudian melakukan penilaian kondisi jalan, salah satunya dengan menggunakan metode Pavement Condition Index (PCI). Jalan Sungai Musi Kabupaten Bone merupakan salah satu ruas jalan yang mempunyai lalu lintas rendah akan tetapi banyak yang mengalami kerusakan. Hal ini disebabkan oleh peningkatan volume kendaraan dan terdapat muatan kendaraan berat yang melebihi kapasitas. Tujuan penelitian ini yaitu untuk mengidentifikasi kerusakan jalan dan memperoleh nilai kondisi perkerasan jalan menggunakan metode PCI pada Jalan Sungai Musi. Pengumpulan data pada ruas Jalan Sungai Musi ini dilakukan dengan survei kerusakan permukaan jalan dengan metode PCI yang dibantu dengan peralatan sederhana. Hasilnya diperoleh bahwa kerusakan jalan didominasi oleh retak memanjang dan melintang sebesar 115,7 m2 serta retak kulit buaya sebesar 113,62 m2. Nilai PCI tertinggi terdapat pada Segmen 8 (STA 2+200 – 2+300) sebesar 82% dengan kategori PCI sangat baik, sedangkan nilai PCI terendah terdapat pada Segmen 20 (STA 3+400 – 3+500) dengan nilai PCI sebesar 0 yang dikategorikan gagal. Rata-rata nilai PCI, yaitu 43 dengan kategori PCI sedang dan perlu dilakukan pelapisan tambahan (overlay).