Abstract

Obnavljanje cestovnih kolnika s obzirom na sustav održavanja

Highlights

  • Highway networks of industrialized countries are nowadays generally completed, and so only some city by-passes or expressway sections still await construction

  • In addition to professional routine maintenance of roads, the design and construction features of structural pavement rehabilitation activities are of major importance, contributing greatly to an efficient and economic management of road pavements

  • A well-functioning Pavement Management System (PMS) can inter alia be utilized for optimum timing of pavement condition improvement activities on road sections [2]

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Summary

Introduction

Highway networks of industrialized countries are nowadays generally completed, and so only some city by-passes or expressway sections still await construction. The utilization of standard rules for selecting a rehabilitation strategy (treatment) allows adoption of a consistent approach to planning, and definition of activities, making up the road administration practice [3]. This helps to ensure that funds are spent to the greatest effect and that each road receives a fair share of the budget. The efficiency levels of various pavement rehabilitation methods basically differ depending on a lot of parameters including initial pavement and sub-grade condition, quality of basic materials to be used for pavement rehabilitation, level of rehabilitation design (selection of an "optimum" intervention method), quality of construction, level of timeliness and professionalism in maintenance activities, traffic load characteristics, and environmental load. Since the majority of these trial sections were rehabilitated at least once over the past 25 years, the actual characteristics of the Hungarian road management practice can be collected and scrutinized, so as to utilise this information in road management

Hungarian Pavement Management Systems
Other pavement management system models
Factors influencing pavement deterioration
Performance data collection methods
Characteristics of Hungarian trial sections
Data collection methodology
Data collection
Condition level before rehabilitation
Actual condition improving effect of pavement rehabilitation
Deterioration trends before and after rehabilitation
Findings
Concluding remarks
Full Text
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