根据Pavement条件指数(PCI)案例研究方法分析弹性路面损伤程度(PCI):港道冈Muaro Jambi

Mariza Sanubari, Fakhrul Rozi Yamali, Ria Zulfiati
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引用次数: 0

摘要

道路路面是交通运输系统的主要基础设施。路面状况影响着道路使用者的舒适、安全、安全,是一个地区经济社会制度进步的支撑因素。本研究旨在分析路面条件下的损伤类型和性能水平,并根据1995年Bina Marga标准方法提供修复方案。本研究采用的PCI方法是对3个主要因素函数进行分析,即:损伤类型、损伤严重程度和损伤数量。PCI方法的结果是一个数值索引,取值范围为0到100。根据对长4.7 Km、宽6 M的Muaro Jambi县Taman Rajo区Talang Duku Harbor道路的研究结果,发现损坏类型最高的是65个损坏和损坏的斑块。损伤程度最低的是Amblas、Groove、Basin、裂纹盒,各节段的平均PCI值为57.36%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Analisis Tingkat Kerusakan Jalan Perkerasan Lentur Dengan Metode Pavement Condition Index (PCI) Studi Kasus: Jalan Pelabuhan Talang Duku Muaro Jambi
Road pavement is the main infrastructure in transportation system. The condition of the pavement affects the comfort, security and safety of road users and is a supporting factor for the progress of the economic and social system in an area. This study aims to analyze the type of damage and level of performance in pavement conditions and provide repair solutions based on the 1995 Bina Marga standard method. The PCI method used in this study is an analysis of 3 main factor functions, namely: type of damage, level of damage severity and amount of damage. The result of the PCI method is a numerical index whose value is 0 to 100. Based on the results of research on the Talang Duku Harbor road, Taman Rajo District, Muaro Jambi Regency with a length of 4.7 Km and a width of 6 M, the highest type of damage was found, namely Patches with 65 damage and damage. the lowest is Amblas, Groove, Basin, Cracked Box with 1 damage and the average PCI value of all segments is 57.36%.
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