用路面状况指数法评估东爪哇岛泗水市 Klakah Rejo-Benowo 路刚性路面的路面损坏情况

Welsi Buy Mestuni, Nurani Hartatik
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引用次数: 0

摘要

研究目的是通过计算刚性路面状况指数值,分析 Klakah Rejo Benowo 公路各种损坏的程度和类型,并提供解决方案。本研究以泗水市 Klakah Rejo-Benowo 路段为研究对象,通过计算扣减值、m、TDV、CDV 和 PCI 进行数据分析。研究结果表明,泗水市 Klakah Rejo-Benowo 路发生了五种类型的损坏。损坏类型包括沟槽、斑块、鳄鱼裂缝、风化和松散颗粒以及凹坑。高降雨量(大于 900 毫米/年)和日交通量超过 Binamarga 规定造成的损坏。分析结果显示,道路路面状况为中度/一般;现场分析结果和使用 PCI(路面指数状况)方法计算出的受损路面状况值可提供使用沥青研究所 MS-17 方法进行道路维修的建议,即修补和重铺路面。根据获得的路面状况值分析,必须对解决方案进行修补和重铺,以免水迅速渗入路面层,造成更严重的路面损坏。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
ROAD DAMAGE EVALUATION ON RIGID PAVEMENT WITH PAVEMENT CONDITION INDEX METHOD IN KLAKAH REJO-BENOWO ROAD, SURABAYA CITY, EAST JAVA
The research objective was to analyze the level and type of damage from every kind of damage on the Klakah Rejo Benowo road by calculating the rigid pavement condition index value and providing solutions. This study took the location of the Klakah Rejo-Benowo road section, Surabaya City—data analysis by calculating the Deduct Value, m, TDV, CDV, and PCI. The research results state it was concluded that five types of damage occurred in Jalan Klakah Rejo-Benowo, Surabaya City. The types of damage are Grooves, Patches, Alligator Cracks, Weathering and Loose Granules, and Pits. Damage caused by high rainfall conditions (> 900mm/year) & Daily Traffic Volume exceeds the provisions of the Binamarga. After analysis, it shows that the road pavement is in Moderate/Fair condition; field analysis results and values calculated using the PCI (Pavement Index Condition) method for damaged road conditions can provide recommendations for road repairs using the Asphalt Institute MS-17 method, namely patching and resurfacing. Based on the analysis of the road condition values obtained, the solution must be patched and re-coated so that water does not quickly seep into the road layer, which causes more severe road damage.
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