ASTM C586 PDF

ASTM C Related Standards: ASTM C, C, C, D75, D, E Potential Alkali Reactivity of Carbonate Rocks as Concrete Aggregates. GeoTesting Express is a provider of Aggregate Testing Services – ASTM C, Standard Test Method for Potential Alkali Reactivity of Carbonate Rocks for. This standard is issued under the fixed designation C ; the number 1 This test method is under the jurisdiction of ASTM Committee C-9 on Concrete.

Author: Moogutaxe Nam
Country: El Salvador
Language: English (Spanish)
Genre: Politics
Published (Last): 3 April 2008
Pages: 336
PDF File Size: 9.21 Mb
ePub File Size: 1.38 Mb
ISBN: 692-2-55418-858-3
Downloads: 23085
Price: Free* [*Free Regsitration Required]
Uploader: Dosida

After many months some show a small but progressive expansion.

ASTM C Alkali Reactivity of Carbonate Rocks for Aggregates | CTL

Link to Active This link will always route to v586 current Active version of the standard. Aggregates; Filing Info Accession Number: Please first log in with a verified email before subscribing to alerts. Figures; Photos; References; Pagination: The test method has been successfully used in 1 research and 2 preliminary screening of aggregate sources to indicate the presence of material with a potential for deleterious expansion when used in concrete.

Need more than one copy?

Active Risk Management

Expansion likely to occur in repeated wetting and drying conditions can also be underestimated. Two types of alkali reactivity of aggregates are recognized: This standard is not included in any packages. The author investigates the mortar bar test described in ASTM C showing that it can give misleading results, as some rocks such as metamorphic quartz and some carbonates exhibit slow but progressive expansion.

  INDICACIONES DE BALON DE CONTRAPULSACION PDF

The inch-pound units in parentheses are provided for information only. You may delete a document from your Alert Profile at any time.

ASTM C Standard

Already Subscribed to this document. This standard is also available to be included in Standards Subscriptions. Please first verify your email before subscribing to alerts. Part I of this arrticle no appeared in the October issue of Concrete.

It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. Transport Research Laboratory Qstm The 29 common references are divided between the two articles.

Reaction chem ; The length changes occurring during such immersion indicate the general level of reactivity of rocks and whether tests should be made to determine the effect of aggregate prepared from the rocks upon the volume change in concrete. If the document is revised or amended, you will be notified by email. The test method is c5866 as a research and screening method rather than as the basis of a specification requirement.

  ANSI B18.2.3.5M PDF

Standards Subscriptions from ANSI provides a money-saving, multi-user solution for accessing standards. Sims, I Publication Date: Proceed to Checkout Continue Shopping.

The effectiveness of preventive measures such as the use of low-alkali cement and the addition of fly-ash and slag is difficult to assess. You may delete a document from your Alert Profile at any time. Standards Subscriptions from ANSI provides a money-saving, multi-user solution for accessing standards.

ASTM C586 – 11

Standards Subsctiption may be the perfect solution. Please first log in with a verified email before subscribing to alerts. Alkali-reactivity can be detected in concrete, but the assessment of the importance and state of progress is almost impossible.

Need more than one copy? The length changes occurring during such immersion indicate the general level of reactivity of the rock and whether tests should be made to determine the effect of aggregate prepared from the rock upon the volume change in concrete.