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Development of a fatigue-based asphalt binder purchase specification for airfield asphalt pavements
Descriptive
TitleInfo
Title
Development of a fatigue-based asphalt binder purchase specification for airfield asphalt pavements
Name
(type = personal)
NamePart
(type = family)
Shamborovskyy
NamePart
(type = given)
Rostyslav
NamePart
(type = date)
1991-
DisplayForm
Rostyslav Shamborovskyy
Role
RoleTerm
(authority = RULIB)
author
Name
(type = personal)
NamePart
(type = family)
Maher
NamePart
(type = given)
Ali
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Ali Maher
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Advisory Committee
Role
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(authority = RULIB)
chair
Name
(type = personal)
NamePart
(type = family)
Bennert
NamePart
(type = given)
Thomas
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Thomas Bennert
Affiliation
Advisory Committee
Role
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(authority = RULIB)
internal member
Name
(type = personal)
NamePart
(type = family)
Husam
NamePart
(type = given)
Najm
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Najm Husam
Affiliation
Advisory Committee
Role
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internal member
Name
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NamePart
Rutgers University
Role
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degree grantor
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Graduate School - New Brunswick
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school
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Text
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theses
OriginInfo
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2016
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2016-05
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2016
Place
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xx
Language
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eng
Abstract
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The Port Authority of New York/New Jersey (PANYNJ) has recently been experiencing a wide range of service lives with their asphalt runways. In particular, PANYNJ are noting pavement lives ranging from 3 to 15+ years, with major distress observed being top down cracking. To help explain the varied degree of fatigue cracking performance, a research study was undertaken to evaluate six different asphalt runways of different fatigue cracking lives. Airfield cores from PANYNJ were supplied to the Rutgers Asphalt Pavement Laboratory (RAPL) for forensic study. Six runways were cored to evaluate the asphalt binder cracking properties of the different mixtures placed. Each runway resulted in varying degrees of fatigue cracking performance. Therefore, an extensive study was conducted to determine what asphalt binder correlated best to the field performance. Laboratory binder testing showed that both the Bending Beam Rheometer (BBR) ∆Tc and Double Edge Notched Tension (DENT) Critical Opening Displacement (CTOD) properties correlated to field observations. The Glover-Rowe parameters provided reasonable comparisons to the observed field performance. However, the results from the Linear Amplitude Sweep Test (LAS) conflicted with intermediate PG grade in terms of field observations. Further binder testing showed that “fatigue” properties of extracted and recovered asphalt binders improved with depth and appears to have little aging at depth greater than 1 inch. The testing program indicated that binder tests were capable of capturing the differences in the observed field performance. Furthermore, the research study refined laboratory PAV conditioning to match field aging, and also proposed test parameters thresholds to be used as asphalt binder purchase “PG-Plus” specification for airfield asphalt pavements.
Subject
(authority = RUETD)
Topic
Civil and Environmental Engineering
Subject
(authority = ETD-LCSH)
Topic
Binders (Materials)
Subject
(authority = ETD-LCSH)
Topic
Pavements, Asphalt concrete--Design and construction
Subject
(authority = ETD-LCSH)
Topic
Runways (Aeronautics)
RelatedItem
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Title
Rutgers University Electronic Theses and Dissertations
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ETD
Identifier
ETD_7130
PhysicalDescription
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electronic resource
InternetMediaType
application/pdf
InternetMediaType
text/xml
Extent
1 online resource (xi, 79 p. : ill.)
Note
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M.S.
Note
(type = bibliography)
Includes bibliographical references
Note
(type = statement of responsibility)
by Rostyslav Shamborovskyy
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TitleInfo
Title
Graduate School - New Brunswick Electronic Theses and Dissertations
Identifier
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rucore19991600001
Location
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(displayLabel = Rutgers, The State University of New Jersey)
NjNbRU
Identifier
(type = doi)
doi:10.7282/T3GF0WPN
Genre
(authority = ExL-Esploro)
ETD graduate
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Rights
RightsDeclaration
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The author owns the copyright to this work.
RightsHolder
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Name
FamilyName
Shamborovskyy
GivenName
Rostyslav
Role
Copyright Holder
RightsEvent
Type
Permission or license
DateTime
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2016-04-10 19:21:46
AssociatedEntity
Name
Rostyslav Shamborovskyy
Role
Copyright holder
Affiliation
Rutgers University. Graduate School - New Brunswick
AssociatedObject
Type
License
Name
Author Agreement License
Detail
I hereby grant to the Rutgers University Libraries and to my school the non-exclusive right to archive, reproduce and distribute my thesis or dissertation, in whole or in part, and/or my abstract, in whole or in part, in and from an electronic format, subject to the release date subsequently stipulated in this submittal form and approved by my school. I represent and stipulate that the thesis or dissertation and its abstract are my original work, that they do not infringe or violate any rights of others, and that I make these grants as the sole owner of the rights to my thesis or dissertation and its abstract. I represent that I have obtained written permissions, when necessary, from the owner(s) of each third party copyrighted matter to be included in my thesis or dissertation and will supply copies of such upon request by my school. I acknowledge that RU ETD and my school will not distribute my thesis or dissertation or its abstract if, in their reasonable judgment, they believe all such rights have not been secured. I acknowledge that I retain ownership rights to the copyright of my work. I also retain the right to use all or part of this thesis or dissertation in future works, such as articles or books.
Copyright
Status
Copyright protected
Availability
Status
Open
Reason
Permission or license
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