Concrete is exothermic, but it will most certainly freeze when freshly poured. In this application, I doubt that there would be any problem, but great pains are taken to keep fresh concrete from freezing in most commercial ventures.

(My Parents owned a concrete company....I've been precast manager, batchman, truck driver, mechanic, and finisher...) I don't miss those days at all.


oops...sorry Scott!

Last edited by sprkplug; 02/22/13 10:43 AM.

"Forget pounds and ounces, I'm figuring displacement!"

If we accept that: MBG(+)FGSF(=)HBG(F1)
And we surmise that: BG(>)HBG(F1) while GSF(<)HBG(F1)
Would it hold true that: HBG(F1)(+)AM500(x)q.d.(=)1.5lbGRWT?
PB answer: It depends.