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Concrete Test Specimen Resources

According to the National Ready Mix Concrete Association, improper initial curing is among the top reasons for low-breaks.  And those strength losses can be significant. 
"Losses in strength amounted to as much as 50%"
​- NRMCA Publication 53
NATIONAL READY MIX CONCRETE ASSOCIATION - CIP LINKS
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CIP 34 - MAKING CONCRETE CYLINDERS IN THE FIELD
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CIP 9 - LOW CYLINDER STRENGTH
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CIP 35 - TESTING COMPRESSIVE STRENGTH OF CONCRETE
*CIP's are copyrighted information by NRMCA and no part of the publication may be reproduced in any form,
​including photocopying or other electronic means without permission in writing from the NRMCA.

LINKS TO GOVERNING STANDARDS
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​ASTM C31/C31M-19 Standard Practice for Making and Curing Concrete Test Specimens in the Field
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AASHTO T 23 - Standard Method of Test for Making and Curing Concrete Test Specimens in the Field

LINKS TO VIDEOS, DOCUMENTS, AND ARTICLES OF VALUE
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ASTM C31 - SIcerts ON CREATING SPECIMENS IN THE FIELD
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CTI ARTICLE  - WHAT IS LOW CYLINDER STRENGTH

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EMAIL  Construction@rpxtech.com

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This software does not purport to address all of the safety concerns, if any, associated with its use. ​It is the responsibility of the
​user of this standard to establish appropriate safety practices and determine the applicability of regulatory limitations prior to use.
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