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contributor authorDavid Covey
contributor authorErdem Coleri
contributor authorAiman Mahmoud
date accessioned2017-12-16T09:01:50Z
date available2017-12-16T09:01:50Z
date issued2017
identifier other%28ASCE%29MT.1943-5533.0002054.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4237615
description abstractCSS-1H emulsions are the most commonly used slow-setting grades in Oregon. New engineered emulsions have recently been developed in Oregon to reduce tracking and increase interlayer shear strength (ISS). In this study, the performance of these emulsions, most effective application rates, and the effects of pavement surface texture and traffic/environment on ISS are evaluated. Results indicate that there are positive correlations between rheological tests and ISS from field cores, which generate a linear equation that can predict in situ ISS using the results of simple rheological experiments. Results show variances in application rates and uniformity by distributor trucks. Hence there is a need for unified guidelines on tack coat quality control and quality assurance (QC/QA) and construction practices.
publisherAmerican Society of Civil Engineers
titleTack Coat Rheological Properties and the Effects on Interlayer Shear Strength
typeJournal Paper
journal volume29
journal issue11
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0002054
treeJournal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 011
contenttypeFulltext


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