Validation of Ndesign in Iowa

dc.contributor.advisor R. Christopher Williams
dc.contributor.author Mercado, Marie Grace
dc.contributor.department Civil, Construction, and Environmental Engineering
dc.date 2018-08-11T10:10:34.000
dc.date.accessioned 2020-06-30T03:00:08Z
dc.date.available 2020-06-30T03:00:08Z
dc.date.copyright Thu Jan 01 00:00:00 UTC 2015
dc.date.embargo 2001-01-01
dc.date.issued 2015-01-01
dc.description.abstract <p>The design number of gyrations, or Ndesign introduced by Strategic Highway Research Program (SHRP) used in the Superpave mix Design method has been commonly used in flexible pavement design throughout the United States. The Ndesign, also known as the compaction effort used to simulate field compaction during construction has been reported to produce air voids that are unable to reach ultimate pavement density after some period of time. Other states had conducted studies validating the Ndesign for their specific region. This study will focus on the validation of Ndesign in the State of Iowa. Pavement sections constructed in 2011 were randomly selected to determine if 4% target air voids was being achieved four years post-construction. The objective of the study is to determine if the current mix design gyratory levels are creating mixes that will reach target densification under traffic. The quality control and quality assurance (QC/QA) information at construction was matched with four year post-construction densities from field cores to determine if traffic loading is adequately compacting the surface mix. The compaction effort is critical in design. Over-compaction during design may lead to under-compaction in the field as well as reduce asphalt content and affect overall durability. Findings of the study suggest majority of mixes were not achieving 4% air voids four years post-construction and mixes with lower design gyrations compact more readily post-construction even though traffic levels are lower. Majority of the projects in the highest traffic volume were unable to reach ultimate pavement density with the current design gyrations.</p>
dc.format.mimetype application/pdf
dc.identifier archive/lib.dr.iastate.edu/etd/14922/
dc.identifier.articleid 5929
dc.identifier.contextkey 8808393
dc.identifier.doi https://doi.org/10.31274/etd-180810-4530
dc.identifier.s3bucket isulib-bepress-aws-west
dc.identifier.submissionpath etd/14922
dc.identifier.uri https://dr.lib.iastate.edu/handle/20.500.12876/29106
dc.language.iso en
dc.source.bitstream archive/lib.dr.iastate.edu/etd/14922/Mercado_iastate_0097M_15273.pdf|||Fri Jan 14 20:28:50 UTC 2022
dc.subject.disciplines Civil Engineering
dc.subject.keywords Civil Engineering (Civil Engineering Materials)
dc.subject.keywords Civil Engineering
dc.subject.keywords Civil Engineering Materials
dc.title Validation of Ndesign in Iowa
dc.type article
dc.type.genre thesis
dspace.entity.type Publication
thesis.degree.level thesis
thesis.degree.name Master of Science
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