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

Abstract 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.

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Main Authors: Bojorque Iñeguez,Jaime, Flores,Cristian, Vásquez,Mario
Format: Digital revista
Language:English
Published: Escuela de Construcción Civil, Pontificia Universidad Católica de Chile 2019
Online Access:http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2019000100178
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spelling oai:scielo:S0718-915X20190001001782019-05-22Marshall parameters for quality control of hot mix asphalt after pavement constructionBojorque Iñeguez,JaimeFlores,CristianVásquez,Mario Hot mix asphalt quality control pavement construction Marshall Test stability and flow Abstract 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.info:eu-repo/semantics/openAccessEscuela de Construcción Civil, Pontificia Universidad Católica de ChileRevista de la construcción v.18 n.1 20192019-04-01text/htmlhttp://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2019000100178en10.7764/rdlc.18.1.178
institution SCIELO
collection OJS
country Chile
countrycode CL
component Revista
access En linea
databasecode rev-scielo-cl
tag revista
region America del Sur
libraryname SciELO
language English
format Digital
author Bojorque Iñeguez,Jaime
Flores,Cristian
Vásquez,Mario
spellingShingle Bojorque Iñeguez,Jaime
Flores,Cristian
Vásquez,Mario
Marshall parameters for quality control of hot mix asphalt after pavement construction
author_facet Bojorque Iñeguez,Jaime
Flores,Cristian
Vásquez,Mario
author_sort Bojorque Iñeguez,Jaime
title Marshall parameters for quality control of hot mix asphalt after pavement construction
title_short Marshall parameters for quality control of hot mix asphalt after pavement construction
title_full Marshall parameters for quality control of hot mix asphalt after pavement construction
title_fullStr Marshall parameters for quality control of hot mix asphalt after pavement construction
title_full_unstemmed Marshall parameters for quality control of hot mix asphalt after pavement construction
title_sort marshall parameters for quality control of hot mix asphalt after pavement construction
description Abstract 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.
publisher Escuela de Construcción Civil, Pontificia Universidad Católica de Chile
publishDate 2019
url http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2019000100178
work_keys_str_mv AT bojorqueineguezjaime marshallparametersforqualitycontrolofhotmixasphaltafterpavementconstruction
AT florescristian marshallparametersforqualitycontrolofhotmixasphaltafterpavementconstruction
AT vasquezmario marshallparametersforqualitycontrolofhotmixasphaltafterpavementconstruction
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