ASTM C869 PDF

Find the most up-to-date version of ASTM C at Engineering Find the most up-to-date version of ASTM C/CM at Engineering ASTM C Standard Specification for Foaming Agents Used in Making Preformed Foam for Cellular Concrete.

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ASTM C869/C869M – 11(2016)

Search book title Enter keywords for book title search. Copyright Compu-tecture, Inc. ASTM does not give any warranty express or implied or make any representation that the contents of this abstract are accurate, complete or up to date.

Register for a trial account. FORMAT Single User Subscription Site License Subscription BOOKS All Books PACKAGES All Packages EDITION to PUBLISHER. Link to Active This link will always route to the current Active version of the standard. The foaming agent being tested shall be used in making test specimens required.

This abstract is a brief summary of the referenced standard. Abstract This specification covers foaming agents specifically formulated for making preformed foam for use in the production of cellular concrete.

The test batch shall conform to the physical requirements prescribed such as density, compressive strength, tensile splitting strength, water absorption and air loss during pumping. If you like to setup a quick demo, let us know at support madcad. ASTM does not give any warranty express or implied or make any representation that the contents of this abstract are accurate, complete or up to date.

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This specification covers foaming agents specifically formulated for making preformed foam for use in the production of cellular concrete.

Enter your personal account email address to request a password reset: The function of this specification is to provide the means for evaluating the performance of a asfm foaming agent.

Today, some 12, ASTM standards are used around the world to improve product quality, enhance safety, facilitate market access and trade, and build consumer confidence.

The foaming agent being tested shall be used in making test specimens required. This specification covers foaming agents specifically formulated for making preformed foam for use in the production of cellular concrete. Referenced Documents purchase separately The documents listed below are referenced c896 the subject standard but are not provided as part of the standard.

Then, significant properties of the concrete are determined by tests and compared with the requirements of Section 3. The function of this specification is to provide the means for evaluating the performance of a specific foaming agent.

The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.

ASTM-C, –

Combining values from the two systems may result in non-conformance with the standard. Combining values from the two systems may result astn non-conformance with the standard.

It is informational only and not an official part of the standard; the full text of the standard itself must be referred to for its use and application. Enter your account email address to request a password reset: Land Use and Development.

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It is informational only and not an official part of the standard; the full text of the standard itself must be referred to for its use and application. Referenced Documents purchase separately The documents listed below are referenced within the subject standard but are not provided as part of the standard.

The test batch shall conform to the physical requirements prescribed such as density, compressive strength, tensile splitting strength, water absorption and air loss during pumping.

Remember me for one month. No items in cart. Historical Version s – view previous versions of standard. This abstract is a brief summary of the referenced xstm.

This is accomplished by using the foaming agent asmt making a standard cellular concrete test batch see Test Method C from which test specimens are cast. This is accomplished by using the foaming agent in making a standard cellular concrete test batch see Test Method C from which test specimens are cast. Then, significant properties of the concrete are determined by tests and compared with the requirements of Section 3.

The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other.