Let me add one thing. I assume are using a stiff concrete mix that is "strong", say at least 3,000 psi. Also, the slabs I work with are reinforced with steel re-bar, not the "chicken wire" roll out stuff that usually ends up on the bottom of the slab.
I once found an owner (Sears) would not allow compacted fill to be placed on a natural ground situation where there were scattered roots from grass. After stripping topsoil, it took quite a bit of convincing the owner's engineer that he had nothing to fear with these scattered fine roots. So, you can take this to the extreme if cost means nothing. Of course no problem for that store done some 40 years ago.
On another job a house corner settled. The contractor had removed a boulder from that area, leaving things loose. Of course the right thing would be to excavate all that and fix it up, but not every contractor is that concientious.
I find that generally owners will take the more economical approach when there is no clear cut reason for spending money.