Did you opt for a type of fibermesh in the concrete? It does help with shrinkage cracks on the surface. Was the rebar run through the forms to tie into the next pour? I don't think I've seen that done before.
"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.
| 
