<?xml version="1.0" encoding="UTF-8"?><?xml-stylesheet type="text/xsl" href="static/style.xsl"?><OAI-PMH xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/ http://www.openarchives.org/OAI/2.0/OAI-PMH.xsd"><responseDate>2026-04-20T19:38:16Z</responseDate><request verb="GetRecord" identifier="oai:riubu.ubu.es:10259/7651" metadataPrefix="marc">https://riubu.ubu.es/oai/request</request><GetRecord><record><header><identifier>oai:riubu.ubu.es:10259/7651</identifier><datestamp>2024-05-20T07:20:36Z</datestamp><setSpec>com_10259_4204</setSpec><setSpec>com_10259_5086</setSpec><setSpec>com_10259_2604</setSpec><setSpec>col_10259_5373</setSpec></header><metadata><record xmlns="http://www.loc.gov/MARC21/slim" xmlns:doc="http://www.lyncode.com/xoai" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:dcterms="http://purl.org/dc/terms/" xsi:schemaLocation="http://www.loc.gov/MARC21/slim http://www.loc.gov/standards/marcxml/schema/MARC21slim.xsd">
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<subfield code="a">Pérez Acebo, Heriberto</subfield>
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<subfield code="a">Linares Unamunzaga, Alaitz</subfield>
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<subfield code="a">Rojí, Eduardo</subfield>
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<subfield code="a">Gonzalo Orden, Hernán</subfield>
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<subfield code="a">Pavement performance models play a vital role in any pavement management system.&#xd;
The Regional Government of Biscay (RGB) (Spain) manages a 1200 km road network and conducts&#xd;
pavement data collections, including the International Roughness Index (IRI) values. The aim of the&#xd;
paper is to develop an IRI performance model for two-lane roads with flexible pavement until the&#xd;
first maintenance and/or rehabilitation activity is performed. Due to the huge amount of available&#xd;
information, a deterministic model was selected. A literature review of deterministic models showed&#xd;
that, apart from age and traffic volumes, the pavement structure is a key factor. Therefore, it was&#xd;
decided to analyze the only road stretches whose entire pavement section was known (surface layer&#xd;
+ base + subbase). Various variables related to age, traffic volumes and employed materials were&#xd;
introduced as possible factors. The multiple linear regression model with the highest coefficient of&#xd;
determination and all the variables significant included the real pavement age, the cumulated heavy&#xd;
traffic and the total thickness of bituminous layers. As the material employed in the surface layer&#xd;
could affect roughness progression, a qualitative variable was introduced to consider various surface&#xd;
materials. The model improved its accuracy, indicating that the surface layer material is also an&#xd;
influencing factor on IRI evolution.</subfield>
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<subfield code="a">http://hdl.handle.net/10259/7651</subfield>
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<subfield code="a">10.3390/coatings10020097</subfield>
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<subfield code="a">2079-6412</subfield>
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<subfield code="a">International Roughness Index</subfield>
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<subfield code="a">Pavement performance model</subfield>
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<subfield code="a">Pavement management system</subfield>
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<subfield code="a">Deterministic models</subfield>
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<subfield code="a">Pavement management</subfield>
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<subfield code="a">Deterioration models</subfield>
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<subfield code="a">Two-lane roads</subfield>
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<subfield code="a">Flexible pavements</subfield>
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<subfield code="a">IRI Performance Models for Flexible Pavements in Two-Lane Roads until First Maintenance and/or Rehabilitation Work</subfield>
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