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We Energies Coal Combustion Products ... - The White House

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Fly Ash Concrete for Precast/Prestressed<br />

<strong>Products</strong><br />

<strong>We</strong> <strong>Energies</strong>’ fly ash was also used to produce precast/prestressed concrete<br />

products. <strong>We</strong> <strong>Energies</strong> initiated a study to develop mixture proportioning<br />

information for the production of high early strength concrete with high fly<br />

ash content for precast/prestressed concrete products (34).<br />

Materials<br />

<strong>The</strong> ASTM C-618 fly ash used in this project was produced by <strong>We</strong> <strong>Energies</strong> at<br />

the Pleasant Prairie Power Plant. A Type I cement was used and the<br />

replacement quantities with Class C fly ash were 0, 10, 15, 20, and 30%.<br />

Twelve different mixture proportions were developed based upon a nominal<br />

5000 psi control mixture that contained no fly ash.<br />

Concrete Mixing and Specimen Preparation<br />

Concrete was produced at two different precast/prestressed concrete plants.<br />

Standard batching and mixing procedures for ready mixed concrete were<br />

followed, in accordance with ASTM C-94. Fresh concrete tests included<br />

slump and air content. Cylinders were cured following the actual practice of<br />

the individual precast/prestressing plant.<br />

Compressive Strength<br />

<strong>The</strong> test results indicated that the compressive strength of the concrete<br />

mixtures increased with the increase of replacement percentage of cement<br />

with Class C fly ash after 3 days (5060 psi) and 28 days (8435 psi) of curing.<br />

<strong>The</strong> maximum compressive strength was obtained for a 25% Class C fly ash<br />

replacement. <strong>The</strong>refore, Class C fly ash usage increased the early strength of<br />

concrete. <strong>The</strong> strength results also indicated that cement replacement with up<br />

to 30% of Class C fly ash increased the early strength relative to the mixture<br />

without fly ash.<br />

Workability<br />

Workability was observed and noted throughout the project. All the concrete<br />

produced was homogeneous and cohesive. <strong>The</strong> fly ash replacement did not<br />

affect these properties. Slump measurements show variations because of the<br />

use of a superplasticizer. Even though the water to cementitious ratio<br />

decreased as the fly ash was increased, clearly acceptable workability was<br />

maintained.<br />

<strong>The</strong>re are several advantages of using Class C fly ash in the concrete<br />

precast/prestressed products:<br />

117 <strong>We</strong> <strong>Energies</strong><br />

<strong>Coal</strong> <strong>Combustion</strong> <strong>Products</strong><br />

Utilization Handbook

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