Concrete  Technology  Home 

Cement  Basics 

Concrete Design  & Production 

Concrete  Construction 

PCA Research 

Durability

Tech Support 

Stay Informed 

Resources 

CTT Newsletter 

FAQs


Frequently Asked Questions
Cement & Concrete Technology Home > FAQs> Air Tests

Q: What are advantages and disadvantages of the different air tests?

A: The three common methods to test for air content in a concrete mixture are (see photos from left to right): the pressure method (ASTM C 231), the volumetric method (ASTM C173), and the Gravimetric method (ASTM C 138). Occasionaly used as a quick check for the presence of low, medium or high air content: pocket-size air indicator (AASHTO T 199).
Type B Pressure Meter Roll-a-meter (Volumetric Method) Gravimetric Method Chace Indicator

The pressure method uses one of two devices: the A meter or the B meter. Both of these meters rely on the relationship between pressure and volume to determine the air content of a concrete mixture. The pressure methods are not suitable for testing the air content of lightweight aggregate concrete and other porous aggregate concretes, as they would measure the air void system of the aggregates and not just the air content of the paste in the mixture. The A meter is sensitive to altitude and must be calibrated to accommodate the altitude at which it will be used, while the B meter uses the change in pressure of a known volume of air and is not affected by altitude variations.

The volumetric method requires the removal of air from a known volume of concrete by agitating the concrete in an excess of water. This test is typically used for lightweight and porous aggregate concrete mixtures. Care must be taken to assure that the sample has been agitated sufficiently to remove all of the air from the sample.

The gravimetric method is a comparison of the actual unit weight of the concrete versus the theoretical weight of all of the concrete constituents. The actual specific gravity of all the materials in the mixture must be known to avoid errors with this method. It can be used as a convenient way to assure against variation in air contents as significant changes to the unit weight would identify a change in the air content of the mixture.

For more information see Design and Control of Concrete Mixtures (EB001).

 
Careers | Sitemap | Disclaimer | Privacy Policy | © 2008 Portland Cement Association - All Rights Reserved