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Title: | Analisis Kerusakan Perkerasan Jalan Dengan Metode Pavement Condition Index (PCI) |
Other Titles: | Road Pavement Damage Analysis With Pavement Condition Index (PCI) Method |
Authors: | Silaban, Michael Patarson |
metadata.dc.contributor.advisor: | Rangkuti, Nuril Mahda |
Keywords: | Damage;Pavement;PCI Method;Kerusakan Jalan;Perkerasan Jalan |
Issue Date: | 7-Aug-2023 |
Publisher: | Universitas Medan Area |
Series/Report no.: | NPM;218110063 |
Abstract: | Dalam pembangunan jalan pada suatu wilayah tidak terlepas dari tejadinya peningkatan pertumbuhan dan kebutuhan penduduk dan tanpa terkecuali dalam bidang sosial ekonomi. Maka untuk memenuhi standar keamanan maupun kenyamanan bagi pengendara, konstruksi jalan tentu wajib didukung oleh perkerasan dengan standar baik. Analisis kerusakan perkerasan jalan dimaksudkan untuk menganalisis kerusakan perkerasan jalan di Jalan Cemara supaya tercapai tujuan penelitian yaitu untuk mengetahui jenis dan tingkat kerusakan jalan yang terjadi. Analisis yang dilakukan dengan metode pengumpulan data dan pengolahan data berupa metode Pavement Condition Index (PCI) sehingga diperoleh hasil analisis yaitu Jenis kerusakan jalan pada lapisan perkerasan lentur pada Jalan Cemara yaitu alligator cracking, block cracking, bumps and sags, depression, edge cracking, bleeding, long & trans cracking, patching and until cut patching, polished agregate, potholes, dan slippage cracking, sedangkan tingkat kerusakannya yaitu sedang (low), (medium) dan (high) dan diperoleh nilai PCI 51,23 dan digolongkan ke dalam kondisi buruk (poor) dan direkomendasikan penanganan kerusakan jalan dengan cara tambalan dan lapis tambah (overlay) di 21 segmen, rekonstruksi di 11 segmen dan pemeliharaan rutin di 8 segmen. In road construction in an area cannot be separated from the increase in population growth and needs and without exception in the socio-economic field. So to meet safety and comfort standards for motorists, road construction must certainly be supported by pavements with good standards. Pavement damage analysis is intended to analyze road pavement damage on Jalan Cemara in order to achieve the purpose of the study, namely to determine the type and extent of road damage that occurs. The analysis was carried out using data collection and data processing methods in the form of the Pavement Condition Index (PCI) method so that the results of the analysis were obtained, namely the type of road damage on the bending pavement layer on Jalan Cemara, namely alligator cracking, block cracking, bumps and sags, depression, edge cracking, bleeding, long & trans cracking, patching and until cut patching, polished aggregates, potholes, and slippage cracking, while the level of damage is medium (low), (medium) and (high) and obtained a PCI value of 51,23 and classified into poor condition (poor) and recommended handling of road damage by means of patches and overlays in 21 segments, reconstruction in 11 segments and routine maintenance in 8 segments |
Description: | 139 Halaman |
URI: | https://repositori.uma.ac.id/handle/123456789/22195 |
Appears in Collections: | SP - Civil Engineering |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
218110063 - Michael Patarson Silaban - Fulltext.pdf | Cover, Abstract, Chapter I, II, III, V, Bibliography | 3.49 MB | Adobe PDF | View/Open |
218110063 - Michael Patarson Silaban - Chapter IV.pdf Restricted Access | Chapter IV | 569.92 kB | Adobe PDF | View/Open Request a copy |
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