Guidelines for Concrete Mixtures Containing Supplementary Cementitious Materials to Enhance Durability of Bridge Decks (2007)
Chapter: Step 6 - Perform Confirmation Testing and Select Best Concrete
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Previous Chapter:
Step 5 - Analyze Test Results and Predict the Optimum Mixture Proportions
Next Chapter: Glossary of Statistical Experimental Design Related Terms
Suggested Citation:
"Step 6 - Perform Confirmation Testing and Select Best Concrete." National Academies of Sciences, Engineering, and Medicine. 2007. Guidelines for Concrete Mixtures Containing Supplementary Cementitious Materials to Enhance Durability of Bridge Decks. Washington, DC: The National Academies Press.
doi: 10.17226/23181.
Suggested Citation:
"Step 6 - Perform Confirmation Testing and Select Best Concrete." National Academies of Sciences, Engineering, and Medicine. 2007. Guidelines for Concrete Mixtures Containing Supplementary Cementitious Materials to Enhance Durability of Bridge Decks. Washington, DC: The National Academies Press.
doi: 10.17226/23181.
Suggested Citation:
"Step 6 - Perform Confirmation Testing and Select Best Concrete." National Academies of Sciences, Engineering, and Medicine. 2007. Guidelines for Concrete Mixtures Containing Supplementary Cementitious Materials to Enhance Durability of Bridge Decks. Washington, DC: The National Academies Press.
doi: 10.17226/23181.
Suggested Citation:
"Step 6 - Perform Confirmation Testing and Select Best Concrete." National Academies of Sciences, Engineering, and Medicine. 2007. Guidelines for Concrete Mixtures Containing Supplementary Cementitious Materials to Enhance Durability of Bridge Decks. Washington, DC: The National Academies Press.
doi: 10.17226/23181.
Suggested Citation:
"Step 6 - Perform Confirmation Testing and Select Best Concrete." National Academies of Sciences, Engineering, and Medicine. 2007. Guidelines for Concrete Mixtures Containing Supplementary Cementitious Materials to Enhance Durability of Bridge Decks. Washington, DC: The National Academies Press.
doi: 10.17226/23181.
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