Evaluation of fly ash concrete durability containing class II durability aggregates.
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1986-07-01
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OCLC Number:756773056
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NTL Classification:NTL-HIGHWAY/ROAD TRANSPORTATION-Materials ; NTL-HIGHWAY/ROAD TRANSPORTATION-Pavement Management and Performance ;
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Abstract:Fly ash was used in this evaluation study to replace 15% of the cement in
Class C-3 concrete paving mixes. One Class "c" ash from Iowa approved
sources was examined in each mix. Substitution rate was based on 1 to 1
basis, for each pound of cement removed 1.0 pound of ash was added.
The freeze/thaw durability of the concrete studied was not adversely affected
by the presence of fly ash. This study reveals that the durability
of the concrete test specimens made with Class II durability
aggregates was slightly increased in all cases by the substitution of cement
with 15% Class "c" fly ash.
In all cases durability factors either remained the same or slightly improved
except for one case where the durability factor decreased from 36
to 34. The expansion decreased in all cases.
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