Publication:
Marshall parameters for quality control of hot mix asphalt after pavement construction

dc.contributor.authorVásquez, Mario
dc.contributor.authorFlores, Cristian
dc.contributor.authorBojorque Iñeguez, Jaime Asdrúbal
dc.date.accessioned2020-05-15T23:37:10Z
dc.date.available2020-05-15T23:37:10Z
dc.date.issued2019
dc.description© 2019 Pontificia Universidad Catolica de Chile, Escuela de Construccion Civil. Highways have been and are built using Hot Mix Asphalt (HMA) as surface layer. The most common HMA design procedure is the Marshall Method, a method also used for quality control (QC) at the time of road construction. Due to several factors, sometimes it is not possible to sample the surface layer when constructed. When this occurs, QC is performed after construction by analyzing cores. Current regulations, however, fail having clear procedures regarding the collection and analysis of pavement cores after the complete placement of the asphalt mixture. For this reason, this study proposes a comparative analysis of Marshall parameters, mixture densities, and aggregates gradation obtained from specimens obtained during construction, versus cores samples extracted 30 and 60 days later. The research revealed that all the parameters measured on core samples, except flow, could be used to approve asphalt paving works after its construction.
dc.description.abstract© 2019 Pontificia Universidad Catolica de Chile, Escuela de Construccion Civil. Highways have been and are built using Hot Mix Asphalt (HMA) as surface layer. The most common HMA design procedure is the Marshall Method, a method also used for quality control (QC) at the time of road construction. Due to several factors, sometimes it is not possible to sample the surface layer when constructed. When this occurs, QC is performed after construction by analyzing cores. Current regulations, however, fail having clear procedures regarding the collection and analysis of pavement cores after the complete placement of the asphalt mixture. For this reason, this study proposes a comparative analysis of Marshall parameters, mixture densities, and aggregates gradation obtained from specimens obtained during construction, versus cores samples extracted 30 and 60 days later. The research revealed that all the parameters measured on core samples, except flow, could be used to approve asphalt paving works after its construction.
dc.identifier.doi10.7764/RDLC.18.1.178
dc.identifier.issn07177925
dc.identifier.urihttp://dspace.ucuenca.edu.ec/handle/123456789/34321
dc.identifier.urihttp://revistadelaconstruccion.uc.cl/index.php/RDLC/article/view/2023/2097
dc.language.isoes_ES
dc.sourceRevista de la Construccion
dc.subjectStability and flow
dc.subjectHot mix asphalt
dc.subjectMarshall Test
dc.subjectPavement construction
dc.subjectQuality control
dc.titleMarshall parameters for quality control of hot mix asphalt after pavement construction
dc.typeARTÍCULO
dc.ucuenca.afiliacionBojorque, J., Universidad de Cuenca, Departamento de Ingeniería Civil, Cuenca, Ecuador
dc.ucuenca.afiliacionVásquez, M., Investigador Independiente, Cuenca, Ecuador
dc.ucuenca.afiliacionFlores, C., Investigador Independiente, Cuenca, Ecuador
dc.ucuenca.areaconocimientofrascatiamplio2. Ingeniería y Tecnología
dc.ucuenca.areaconocimientofrascatidetallado2.1.5 Ingeniería de Transporte
dc.ucuenca.areaconocimientofrascatiespecifico2.1 Ingeniería Civil
dc.ucuenca.areaconocimientounescoamplio07 - Ingeniería, Industria y Construcción
dc.ucuenca.areaconocimientounescodetallado0732 - Construcción e Ingeniería Civil
dc.ucuenca.areaconocimientounescoespecifico073 - Arquitectura y Construcción
dc.ucuenca.correspondenciaBojorque Iñeguez, Jaime Asdrubal, jaime.bojorque@ucuenca.edu.ec
dc.ucuenca.cuartilQ3
dc.ucuenca.factorimpacto0.27
dc.ucuenca.idautorSgrp-2228-2
dc.ucuenca.idautorSgrp-2228-3
dc.ucuenca.idautor0102857885
dc.ucuenca.indicebibliograficoSCOPUS
dc.ucuenca.numerocitaciones61
dc.ucuenca.urifuentehttp://revistadelaconstruccion.uc.cl/index.php/RDLC/index
dc.ucuenca.versionVersión publicada
dc.ucuenca.volumenVolumen 18, Número1
dspace.entity.typePublication
relation.isAuthorOfPublicationd9a85bfe-abea-45ff-a49a-8229d03e8228
relation.isAuthorOfPublication.latestForDiscoveryd9a85bfe-abea-45ff-a49a-8229d03e8228

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