It depends on what the compressive strength of your concrete is; there's no way to tell for sure, without coring a part of it and sending it to a testing lab. I'd personally doubt it was better than 2500 pound concrete, though. And probably less than 4 inches on average, at that. Worse, the base probably wasn't compacted, prior to placing the concrete.
All that means that you really need to do some preparation before you install the lift. If it was me, I'd cut a 12x12-inch square out of the floor, everywhere I was going to set the foot of the lift, oriented with the corners pointed in the direction of the entry/exit to the lift. Then, I'd excavate 12 inches down, place 6 inches of well compacted #72 aggregate, in at least two lifts, and then place minimum 4000 pound concrete in the hole, after I lined the sides with expansion material to isolate the pier. If you asked a structural engineer the question, that's the answer you'd get.
Having said that, I'm willing to bet you could find an unlimited number of people who haven't done any of that, and who'll swear there's nothing wrong with their floors or their lifts.
My personal preference would not be a post lift, although I know that's the current fashion. I favor the scissor type lifts, with the sliding scissor trays. You can drive on, without fiddling with arms, you have a place for tools and parts while you're working, and you can get the wheels off the ramps with the sliding trays. All this and the load is spread out over a larger area, so concrete strength cannot be a problem. Plus, if you prepared ahead of time, you can sink it into the floor, making it essentially flat all over the floor area (OK, the middle area is still non-skateboardable, but you can't have everything). If anyone has one for sale, I'm in the market
Lift manufacturers all have very clear published concrete and anchoring specs.
If your concrete does not meet spec they also have very clearly laid out remedies so you can still install one.
To test, you drill a hole through. You can tell exactly where you break through a slab with a hammer drill. A long 3/8 bit is a good size to test.
2500 psi concrete is not used in flatwork. You cannot finish concrete without atleast enough cement to make it 3500 psi. Most every slab is poured from 5k mix.
If your slab is too thin for a 2 post the remedy Rotary promotes is to cut about 3' x 4' under each post. Dig down a foot. Dig under the slab a few inches each side. Drill into sides of old slab. Epoxy in rebar. Tie your rebar grid to that. Pour new 12" thick slab and vibe well to ensure mud flows under old slab.
Not a big deal.
Thanks guys, I appreciate the insight! Part of my problem is not knowing what I don't know - but this gives me a good direction to start researching. I want to do it right and I don't trust the home builders.