"basskisser" wrote in message
ups.com...
Calif Bill wrote:
"basskisser" wrote in message
ps.com...
Calif Bill wrote:
"basskisser" wrote in message
ps.com...
Calif Bill wrote:
"basskisser" wrote in message
oups.com...
Because I'm answering a reply that YOU WROTE TO ME??????
That's just stupid......
What is stupid it you. You have not answered anything. Prove
you
even
graduated college.
I've answered every question you've asked me. YOU have answered
NONE
that I asked you.
When you prove that a 70's model Evinrude snowmobile with a 35hp
Wankel
will do 80mph.....
When you prove that a yard of concrete weighs two tons.......
When you prove that at Pillar Point Marina, they tow the
abandoned
boats to shore and "let the salvagers have at them"........
When you prove YOU have a registered patent......
And you have proved and answered nothing. You even got the weight
of
Concrete wrong.
Uh, Bill, I've probably got several hundred concrete mix design
submittals, that I've reviewed within arm's reach of me. Care to
wager
that you are dead ass wrong about a yard of concrete weighing two
tons?
Remember this statement that YOU made?:
Check your reading comprehension. Where did I say it was dry
concrete?
" a
yard of fresh concrete scales about 5000#."
You were dead wrong as usual.
The right mix CAN SOMETIMES reach 4000 pounds, but 5?? Hehe! MOST
mixes
actually come in at #3500 or so. Bet?
Now, what about the rest of the above? Are you going to purposely
avoid
them?
See other post about 5k#. 3500# when all the major players state 4k.
You
are the one wrong.
What "major players"??? Show me. Would you like me to show you many,
many mix designs that I've approved that shows you dead wrong? Care to
wager, Bill?
http://www.cement.org/tech/faq_unit_weights.asp
145#/ft3 dang close to 4000# / yard. 3915#.
Damn it you're stupid. Again, THERE IS A FACTOR OF SAFETY in those
numbers read a REAL MIX DESIGN sometime. Then get back to me.
Seems to be the consensus for normal mix concrete. Post some links that
show us in error.