This standard is issued under the fixed designation C ; the number immediately 1 This test method is under the jurisdiction of ASTM Committee C09 on. All the Controls products ASTM C standard. Enter now!. Originally approved in Last previous edition approved in as C – 05a. 2 For referenced ASTM standards, visit the ASTM website,

Author: Temi Golabar
Country: Turkmenistan
Language: English (Spanish)
Genre: Personal Growth
Published (Last): 13 December 2006
Pages: 388
PDF File Size: 3.91 Mb
ePub File Size: 2.36 Mb
ISBN: 145-1-93079-461-2
Downloads: 3394
Price: Free* [*Free Regsitration Required]
Uploader: Kagalrajas

C is used to test the reactivity potential of aggregates, while C includes the use of secondary cementitious materials within the mortar bar samples to determine the effective reduction of ASR. Knowing this is essential to understand what needs to be done to mitigate this destructive process. Signs of ASR are typically random map-cracking and spalled concrete.

However, C takes one year to perform when evaluating aggregate reactivity, or two years when evaluating the efficacy of SCMs to mitigate deleterious expansion. Cement mill certificates contain information that can prove useful for tracking changes in your concrete and controlling variability in your mix design. Alkali ast, for example, which are found in the far left column of the periodic table, have a single electron in their outermost band.

This is a result of a number of sequential reactions. However, this chemical approach, which c12660 the reaction gel to a less expansive nature, has us in what I feel to be the right direction.

The alkali content of cement is not a significant factor in affecting the expansion.

This document is currently not available here. Civil, Construction and Environmental Engineering C160. Although cement fineness and clinker alkali content did not affect the classification in terms of potential reactivity of the aggregates used in this study, they might change the classification for the aggregates near the boundary between reactive and nonreactive aggregates.


C is used as an initial screening test for aggregates and C determines the effectiveness of the SCM being considered to moderate the aggregate activity. Ions are electrically charged particles formed when atoms lose or gain electrons. The same goes for calcium, but since it is in the second column of the periodic table, it must lose two electrons for this to happen. Metal atoms lose sstm electron, or electrons, in their highest energy level and become positively charged ions.

Then simply check asym them periodically and record your results.

ASTM C Potential Alkali Reactivity of Aggregates | CTLGroup

Petrographic examination can conclusively identify ASR. That, honestly, is about as simple as I can explain this reaction. While the fundamental physical and chemical reactions remain poorly understood, it is well known that ASR destroys the durability of concrete and can cause serious maintenance and reconstruction costs.

Comments Frank, Great article that gives a simplified overview of ASR, expansion testing, ast, mitigation techniques.

Map cracking, also known as three-point cracking, can cause other issues as well, such as shrinkage. Mitigation methods can be split into those methods suitable for new concrete and those that can be used for xstm structures.

ASTM C Standard

Overall, ASR is characterized primarily by four main features: The cracks radiate from the interior of the aggregate out into the surrounding paste. This repository is part atsm the Iowa Research Commons.

If ASR has been identified by the specifying authority within the region, it is recommended that precast producers perform long-term testing on concrete samples. In addition to the standard 1 N NaOH solution, a 0. Search Enter search terms: That is, if you have questions about the durability of your aetm, save some samples and leave them exposed to the elements. This makes them highly reactive.

When dealing with ASR, a process that takes place over decades, accelerated tests should be conducted with bias.


ASTM C1260

Photo provided by Frank Bowen. For ASR to occur, four things must be present: Regardless, here is a list of key ASR points for precasters to know: Federal Highway Administration, fhwa. Frank Bowen, a Master Precaster graduate, received his M.

Many consider C to be the best test method for evaluating deleterious ASR potential because it provides the strongest correlation to field wstm. At least, this was the blame at the time. This new ASTM standard and related AASHTO provisional standard provides detailed protocols and guidelines using previous ASR testing data, petrography and historical performance to provide a prescriptive decision-making process for mitigation.

The effects of clinker alkali content, aggregate reactivity, and sodium hydroxide NaOH solution concentration on the mortar expansion test results were also studied. What we do know, however, is important for precasters to understand.

Skip to main content. Great article that gives a simplified overview of ASR, expansion testing, and mitigation techniques. For precasters in identified ASR areas, the following methods for new concrete may be the most critical: This test is similar to C with a testing period of 14 days.

A s I scrolled through the few articles and reports I have collected over the past decade regarding alkali-silica reactions, I began to realize I had developed an ignorance to this elusive subject. Consequently, the two tests are often run together. Ask your aggregate provider first for test results before contacting a laboratory. In addition to discovering ASR, he was the first to explain that expansion was negligible when the alkali content of the cement was below 0.

It is important to understand the benefits and deficiencies offered by various testing procedures.