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AASHTO PP 65

Standard Practice for Determining the Reactivity of Concrete Aggregates and Selecting Appropriate Measures for Preventing Deleterious Expansion in New Concrete Construction

Organization:
AASHTO - American Association of State Highway and Transportation Officials
Year: 2016

Abstract: This practice describes approaches for identifying potentially deleteriously reactive aggregates and selecting appropriate preventive measures to minimize the risk of expansion when such aggregates are used in concrete. Both alkali-silica reactive and alkali-carbonate reactive aggregates are covered. Preventive measures for alkali-silica reactive aggregates include avoiding the reactive aggregate, limiting the alkali content of the concrete, using blended cement, using supplementary cementitious materials, using lithium nitrate as an admixture, or a combination of these measures. Preventive measures for alkali-carbonate reactive rocks are limited to avoiding the reactive aggregate.
The values stated in SI units are the preferred standard.
This standard may involve hazardous materials, operations, and equipment. This standard does not purport to address all of the safety concerns associated with its use. It is the responsibility of the user of this standard to consult and establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
URI: https://yse.yabesh.ir/std/handle/yse/206636
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    AASHTO PP 65

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contributor authorAASHTO - American Association of State Highway and Transportation Officials
date accessioned2017-09-04T18:24:16Z
date available2017-09-04T18:24:16Z
date copyright2011.01.01 (R 2016)
date issued2016
identifier otherIGEAPFAAAAAAAAAA.pdf
identifier urihttps://yse.yabesh.ir/std/handle/yse/206636
description abstractThis practice describes approaches for identifying potentially deleteriously reactive aggregates and selecting appropriate preventive measures to minimize the risk of expansion when such aggregates are used in concrete. Both alkali-silica reactive and alkali-carbonate reactive aggregates are covered. Preventive measures for alkali-silica reactive aggregates include avoiding the reactive aggregate, limiting the alkali content of the concrete, using blended cement, using supplementary cementitious materials, using lithium nitrate as an admixture, or a combination of these measures. Preventive measures for alkali-carbonate reactive rocks are limited to avoiding the reactive aggregate.
The values stated in SI units are the preferred standard.
This standard may involve hazardous materials, operations, and equipment. This standard does not purport to address all of the safety concerns associated with its use. It is the responsibility of the user of this standard to consult and establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
languageEnglish
titleAASHTO PP 65num
titleStandard Practice for Determining the Reactivity of Concrete Aggregates and Selecting Appropriate Measures for Preventing Deleterious Expansion in New Concrete Constructionen
typestandard
page25
statusActive
treeAASHTO - American Association of State Highway and Transportation Officials:;2016
contenttypefulltext
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