To: "'seaint(--nospam--at)seaint.org'" <seaint(--nospam--at)seaint.org>
Subject: RE: Flyash
From: Frank Griffin <fsg(--nospam--at)freese.com>
Date: Thu, 24 May 2001 14:58:38 -0500
you replace the amount of cement removed with equal amounts of fly ash?
For instance, did you cut out 50 lb of cement from the mix and add 50 lb of fly
ash, or did you add more fly ash, perhaps 60 lb?
-----Original Message----- From: E.B.Davison, P.Eng.
[mailto:rndeng(--nospam--at)planet.eon.net] Sent: Thursday, May 24, 2001 2:23
PM To: SEAINT Subject: Flyash
I had the opportunity a few years ago to run side by side
testing of everything from air content, to time strength on equal mixes
at a temporary site precast operation. The only difference in the mix or
curing was the addition of fly ash in one of the mixes. Over five
hundred different test series were recorded and compared.
The only difference noted in this test, was the variation of
short term strength gain with the fly ash mix. There was no consistency
to the 12, and 18 hour strengths with the fly ash mix, but variations
were not apparent at 28 days with the non fly ash mix. Today it is
normal in our area to have fly ash present in all ready mix concrete, and
after some years I have not experienced any difficulty in working with fly ash
in the mix. There were rumblings from finishers in the beginning but
those rumblings has subsided.
B.Davison, P.Eng. RND Engineering (1997) Ltd. #210
-9440 -49 Street Edmonton, Alberta T6B 2M9 1(780)