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FBWA TECHNIC= ADVISORY T 5080.17<br />

July 14, 1994<br />

(b)<br />

(cl<br />

Precautions need to be taken when<br />

using fly ash in concrete at lower<br />

temperatures. It should also be<br />

noted that fly ash can reduce early<br />

strength development and,<br />

therefore, should be monitored<br />

closely.<br />

Ground granulated blast furnace slag<br />

specifications are contained in<br />

AASHTO M 302.<br />

A Ground granulated blast furnace<br />

slag (GGBFS) is a cementitious<br />

material and can be substituted for<br />

cement on a 1:l basis by weight for<br />

up to 50 percent of the cement in<br />

the mix.<br />

a For fresh concrete using GGBFS, the<br />

air entrainment agent dosage may<br />

need to be increased. The<br />

workability and finishability<br />

typically are improved but in mixes<br />

having high cementitious material<br />

content, mixes can be sticky and<br />

difficult to finish. Bleeding may<br />

be reduced and setting time may be<br />

longer.<br />

1 Ground granulated blast furnace<br />

slag can reduce sulfate attack,<br />

alkali-aggregate reactions, and<br />

permeability. The rate of strength<br />

gain is usually decreased and<br />

sensitive to low temperature.<br />

Microsilica specifications are contained<br />

in AASHTO M 307. Microsilica can be<br />

used as an admixture or as a replacement<br />

for an equivalent amount of cement to<br />

produce high strength concrete.<br />

Microsilica will reduce permeability and<br />

help reduce alkali-aggregate reactions.<br />

3.10.10

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