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Refer to the Help section for more detailed instructions. Select one Select one.. Advanced Search Small Search Button. Back to Previous Page. File Format:. Published Date:. This document cannot be previewed automatically as it exceeds 5 MB. Please click the thumbnail image to view the document. Issa, Mohsen A. Corporate Creators:.
Illinois Center for Transportation. Corporate Contributors:. United States. Federal Highway Administration ; Illinois. Bureau of Materials and Physical Research ;. Resource Type:. Tech Report. Geographical Coverage:. Corporate Publisher:. These proposed revisions will enable the use of more sustainable materials for concrete pavements, overlays, and bridge decks. Twenty-four concrete mixes with different cementitious combinations and aggregates were developed for this study. Also, each cementitious combination was batched with fine aggregates either natural or combined sand and coarse aggregate crushed limestone.
The study included measuring fresh properties such as the slump, air content, unit weight, and setting time. The hardened properties included measuring the strength and durability for each concrete mix combination. The study found similar performance in terms of strength and durability of concrete between the conventional and modified cements and demonstrated their performance with SCMs replacements and fine aggregate types. Collection s :. US Transportation Collection.
Main Document Checksum:. Supporting Files:. Related Documents:. You May Also Like:. Assessment of potential concerns associated with the use of cement kiln baghouse dust in FDOT concrete mixes. As a means of controlling mercury Hg stack emissions at cement kiln operations, some facilities have proposed or have instituted a practice known as dust shuttling, where baghouse filter dust BFD is routed to be blended with the final cement prod File Type:.
These revisions will help keep closure times at a minimum by specifying the required concrete str Durability and mechanical properties of ternary blend concretes. Assessment of high early strength limestone blended cement for next generation transportation structures : final report.
ASTM C150 AND AASHTO M85 STANDARDS AND HARMONIZATION and ASTM standards and...Â Â· 2009 Cement...
Ensure concrete performance2. Provide means of measuring compliance3. Provide consistent material4. Use simple reliable testing and sampling methods5. Provide flexibility for optimization of available natural. Now reads: It is permissible to exceed the values in the table for SOIt is permissible to exceed the values in the table for SO33content, provided it has been demonstrated by Test Method content, provided it has been demonstrated by Test Method C that the cement with the increased SOC that the cement with the increased SO33 will not will not develop expansion exceeding 0. When the develop expansion exceeding 0.
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