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Author:
Taylor, Peter, author. Iowa State University.
Title:
Evaluation and Testing of a Lightweight Fine Aggregate Concrete Bridge Deck in Buchanan County, Iowa Peter Taylor, Travis Hosteng, Brent Phares
Publisher:
Institute for TransportationIowa State University
Copyright Date:
2016
Description:
37 pages (51 pages in PDF file) illustrations, charts (chiefly color)
Subject:
Bridges--Iowa--Floors.
Aggregates
Bridge decks
Concrete
Concrete bridges
Cracking
Fine aggregates
Shrinkage
Other Authors:
Hosteng, Travis, author. Iowa State University.
Phares, Brent, author. Iowa State University.
Iowa State University. Institute for Transportation, performing body.
Iowa. Department of Transportation, sponsoring body.
Iowa. Highway Research Board, sponsoring body.
United States. Federal Highway Administration, sponsoring body.
Notes:
"May 2016"-- Technical Report Documentation Page Includes bibliographic references (page 37) Catalogers note: This record is for the full-length report. A 2-page tech transfer summary is also available, at a link in this record. The summary is not cataloged individually.
Scope Note:
Final Report
Summary:
Internal curing is a relatively new technique being used to promote hydration of Portland cement concretes. The fundamental concept is to provide reservoirs of water within the matrix such that the water does not increase the initial water/cementitious materials ratio to the mixture, but is available to help continue hydration once the system starts to dry out. The reservoirs used in the US are typically in the form of lightweight fine aggregate (LWFA) that is saturated prior to batching. Considerable work has been conducted both in the laboratory and in the field to confirm that this approach is fundamentally sound and yet practical for construction purposes. A number of bridge decks have been successfully constructed around the US, including one in Iowa in 2013. It is reported that inclusion of about 20% to 30% LWFA will not only improve strength development and potential durability, but, more importantly, will significantly reduce shrinking, thus reducing cracking risk. The aim of this work was to investigate the feasibility of such an approach in a bridge deck.
OCLC:
(OCoLC)950885459
Locations:
IAOX771 -- State Library of Iowa (Des Moines)

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