If concrete is laid down correctly, cracking/heaving shouldn't be an issue. A good contractor/finisher should be able to tell you if conditions are appropriate for concrete. There's a reason interstate highways are poured with concrete.

"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.