Economic Impact Analysis of the Application of Different Pavement Performance Models on First-Class Roads with Selected Repair Technology

Mathematical expression of the deterioration of individual pavement parameters is, from the point of optimal repair and maintenance strategy decision-making process, an important part of the application of any pavement management system (PMS). The reliability of individual PMS depends on the quality...

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Autores principales: Matúš Kozel, Ľuboš Remek, Michaela Ďurínová, Štefan Šedivý, Juraj Šrámek, Peter Danišovič, Vladimíra Hostačná
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Publicado: MDPI AG 2021
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spelling oai:doaj.org-article:a94e5f818e514e0bbd1e2a0962b05d9f2021-11-11T15:24:02ZEconomic Impact Analysis of the Application of Different Pavement Performance Models on First-Class Roads with Selected Repair Technology10.3390/app1121104092076-3417https://doaj.org/article/a94e5f818e514e0bbd1e2a0962b05d9f2021-11-01T00:00:00Zhttps://www.mdpi.com/2076-3417/11/21/10409https://doaj.org/toc/2076-3417Mathematical expression of the deterioration of individual pavement parameters is, from the point of optimal repair and maintenance strategy decision-making process, an important part of the application of any pavement management system (PMS). The reliability of individual PMS depends on the quality of the inputs and the reliability of its internal sub-systems; thus, deterioration equations derived from high-quality input data play pivotal roles in a system for the prediction of the pavement life cycle. This paper describes the application of pavement performance models within pavement life cycle analysis (LCA) with the use of the integrated system of economic evaluation (ISEH), which is a calculation tool used for first-class roads with a standardized pavement composition of asphalt binders, where changes in operational capability parameters are modeled using individual model simulations. The simulations presented in this paper demonstrate changes in main economic indicators (net present value and internal rate of return) on two different pavement performance models. Both simulations share the same input parameters (traffic intensity, construction intervention, maintenance costs, discount rate) but differ in deterioration evaluation, all of which were applied to each model (a total of five models).Matúš KozelĽuboš RemekMichaela ĎurínováŠtefan ŠedivýJuraj ŠrámekPeter DanišovičVladimíra HostačnáMDPI AGarticlepavement performance modelspavement deterioration modelspavement management systemeconomic evaluationuser costsruttingTechnologyTEngineering (General). Civil engineering (General)TA1-2040Biology (General)QH301-705.5PhysicsQC1-999ChemistryQD1-999ENApplied Sciences, Vol 11, Iss 10409, p 10409 (2021)
institution DOAJ
collection DOAJ
language EN
topic pavement performance models
pavement deterioration models
pavement management system
economic evaluation
user costs
rutting
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
spellingShingle pavement performance models
pavement deterioration models
pavement management system
economic evaluation
user costs
rutting
Technology
T
Engineering (General). Civil engineering (General)
TA1-2040
Biology (General)
QH301-705.5
Physics
QC1-999
Chemistry
QD1-999
Matúš Kozel
Ľuboš Remek
Michaela Ďurínová
Štefan Šedivý
Juraj Šrámek
Peter Danišovič
Vladimíra Hostačná
Economic Impact Analysis of the Application of Different Pavement Performance Models on First-Class Roads with Selected Repair Technology
description Mathematical expression of the deterioration of individual pavement parameters is, from the point of optimal repair and maintenance strategy decision-making process, an important part of the application of any pavement management system (PMS). The reliability of individual PMS depends on the quality of the inputs and the reliability of its internal sub-systems; thus, deterioration equations derived from high-quality input data play pivotal roles in a system for the prediction of the pavement life cycle. This paper describes the application of pavement performance models within pavement life cycle analysis (LCA) with the use of the integrated system of economic evaluation (ISEH), which is a calculation tool used for first-class roads with a standardized pavement composition of asphalt binders, where changes in operational capability parameters are modeled using individual model simulations. The simulations presented in this paper demonstrate changes in main economic indicators (net present value and internal rate of return) on two different pavement performance models. Both simulations share the same input parameters (traffic intensity, construction intervention, maintenance costs, discount rate) but differ in deterioration evaluation, all of which were applied to each model (a total of five models).
format article
author Matúš Kozel
Ľuboš Remek
Michaela Ďurínová
Štefan Šedivý
Juraj Šrámek
Peter Danišovič
Vladimíra Hostačná
author_facet Matúš Kozel
Ľuboš Remek
Michaela Ďurínová
Štefan Šedivý
Juraj Šrámek
Peter Danišovič
Vladimíra Hostačná
author_sort Matúš Kozel
title Economic Impact Analysis of the Application of Different Pavement Performance Models on First-Class Roads with Selected Repair Technology
title_short Economic Impact Analysis of the Application of Different Pavement Performance Models on First-Class Roads with Selected Repair Technology
title_full Economic Impact Analysis of the Application of Different Pavement Performance Models on First-Class Roads with Selected Repair Technology
title_fullStr Economic Impact Analysis of the Application of Different Pavement Performance Models on First-Class Roads with Selected Repair Technology
title_full_unstemmed Economic Impact Analysis of the Application of Different Pavement Performance Models on First-Class Roads with Selected Repair Technology
title_sort economic impact analysis of the application of different pavement performance models on first-class roads with selected repair technology
publisher MDPI AG
publishDate 2021
url https://doaj.org/article/a94e5f818e514e0bbd1e2a0962b05d9f
work_keys_str_mv AT matuskozel economicimpactanalysisoftheapplicationofdifferentpavementperformancemodelsonfirstclassroadswithselectedrepairtechnology
AT lubosremek economicimpactanalysisoftheapplicationofdifferentpavementperformancemodelsonfirstclassroadswithselectedrepairtechnology
AT michaeladurinova economicimpactanalysisoftheapplicationofdifferentpavementperformancemodelsonfirstclassroadswithselectedrepairtechnology
AT stefansedivy economicimpactanalysisoftheapplicationofdifferentpavementperformancemodelsonfirstclassroadswithselectedrepairtechnology
AT jurajsramek economicimpactanalysisoftheapplicationofdifferentpavementperformancemodelsonfirstclassroadswithselectedrepairtechnology
AT peterdanisovic economicimpactanalysisoftheapplicationofdifferentpavementperformancemodelsonfirstclassroadswithselectedrepairtechnology
AT vladimirahostacna economicimpactanalysisoftheapplicationofdifferentpavementperformancemodelsonfirstclassroadswithselectedrepairtechnology
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