What’s wrong with EDE?, page-27

So true. I really don't think they actually understand just how nonsensical their statements are.

Grunt on and on about how thick and strong airport pavement has to be then totally fail to realise how impressive the achievement is that Denver International Airport decided a 24cm thick, 31MPA compression strength mix poured onto an uncompacted base was up to spec by the addition of a small amount of Edencrete. This is the 2nd time they have used EdenCrete, it won't be the last for that kind of savings. As you say, engineers/contractors/customers will be paying close attention to the slab, nothing else.

I really did like the stupidity of claiming a small company that makes $7/yr would waste $100 000 on a subpar slab because they may know someone in the GDoT. Just too bizarre for words.

Better stop posting now, they may realise the reason they don't get many replies is so they can blather on unhindered and prove they have no idea what they are oinking about.