I agree with the 6 inch rule, and a compacted base. I have a "hard knock" story on my own driveway. Never use epoxy coated rods for "slab on grade". (Epoxy rods have a green plastic coating, used for elevated slabs like bridge decks and post tension parking garages.) I got a whole trailer load for free at work. Also, an absolute rule of thumb for rebar is 2x coverage of the bar diameter. I had #6 bars (3/4) so I needed at least 1 1/2 coverage. I did not get that in a lot of areas. Even though I used a 6 bag mix, I have a hairline crack over every rod. I would have been better off with no rods at all. At the very least, I should have used a heavy mesh wire.
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Today's Featured Article - Pitfalls of Tractor Engine Rebuilds - by Chris Pratt. The first pop after you have put the machine together with your own hands is exciting and pleasing. The whole experience can be marred if one moves too fast and makes too many assumptions that they can just use "as is" some parts they should be closely scrutinizing and possibly attended to. In such cases, rework makes what could have been a fun project turn into an irritant or even a nightmare. Minor Irritants To give you an example of an minor but irritating proble
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