chapter 3 rigid pavement - DOT On-Line Publications - Department ...
chapter 3 rigid pavement - DOT On-Line Publications - Department ...
chapter 3 rigid pavement - DOT On-Line Publications - Department ...
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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