rScotty
Super Member
- Joined
- Apr 21, 2001
- Messages
- 9,545
- Location
- Rural mountains - Colorado
- Tractor
- Kubota M59, JD530, JD310SG. Restoring Yanmar YM165D
While proper compaction under the concrete is important, you will not see any cracking in a new slab from poorly compacted soil. That will take years, or even decades to happen.
I've never seen a residential pour that could pass a slump test, including my own house. Pouring it that dry requires a massive amount of additional labor, which nobody building a house is willing to pay. The other thing to remember is that those cracks from the water rarely cause any measurable problems with the finished house. Less water is better, but more importantly is getting the slab poured and nicely finished that day with the crew that you have there to do it.
That's the value of the forum....exposure to different ways of doing things. BTW, I agree that compaction takes longer to show up. In fact, I agree with most of what Eddie is saying here.... it's just two different ways of doing things. One minimizes the cost and time and is generally more than good enough, the other maximizes the strength of the foundation but is wasted money for many.
My own house cost about $275K to build and took me 30 months - usually with help and sometimes without. The cost was kinda high because I had to bring in power a long ways, build a water crossing bridge, plus put in a well and septic.
I got a basic bid on the foundation and then decided to change from basic to a hugely overbuilt foundation. Concrete is cheap. With extra backhoe work, overbuilding the foundation and paying for top quality concrete & crew changed my basic foundation from an $18K job to a 25K job and added a month to the time. Now ten years and one major flood later I am glad I did.
BTW, I've never seen a concrete crew on a residential pour who didn't test the concrete for slump. They need to do that not so much to "pass" as to get an idea of what the mix is. Decent slumps can have a fairly wide range, but I feel a need to to know what I am working with. It's not like I do this everyday.... A wetter mix has greater slump and is used (along with extra rebar steel) when the concrete needs to be able to flow.
On my house I called for a slightly wetter mix for walls, footers, and support columns to get the flowability and compensated with more steel and a longer wet cure time. From my perspective I'd say what I do is pretty basic homeowner style concrete work.
rScotty