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Calif Bill wrote:
"basskisser" wrote in message ps.com... Calif Bill wrote: "basskisser" wrote in message roups.com... Calif Bill wrote: "basskisser" wrote in message glegroups.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#. It doesn't matter how "mix designs" the wannabe engineer claims to have approved. The fact remains that normal weight concrete weighs in at just about 4000 lb a yard. Kevin will go stop at nothing to try to tap dance around this, just like his "schnapps whiskey" flub. |
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