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Another Slab Crack Post....

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looks a little large to be shrinkage cracks. if its a slab on grade, i would bet on some sort of soil condition that has heaved the slab to open a gorge like that.
 
Shrinkage shortening over a 30' length could easily be a 1/4" depending on the concrete mix.

if the slab was completely un-reinforced and free to slide, this would result in a single 1/4" wide crack.
 
Looks like a shrinkage crack to me. They can be large, with stress risers like reentrant corners, also little or no reinforcement, high w/c ratio concrete. In other words, fairly typical of poor construction.
 
Yes, this is a shrinkage crack. In the last photo you can see that it likely started from a couple of discontinuous plastic shrinkage cracks. You can also see evidence of laitance at the surface, indicating a lot of bleed water. As hokie66 noted you have a re-entrant corner condition by the sliding glass door, also near the original plastic shrinkage cracks. Also as hokie66 noted....typical of poor construction.
 
What was the mix design? the weather? curing?

Dik
 
Don't forget one of the main tenets of contracting.... "There are two kinds of concrete. Concrete that has cracked and concrete that will crack"
(Similar beliefs about Skylights and leakage)
 
It's a typical residential slab built in Florida. probably no more than 4" thick with no reinforcement. I was thinking this was due to shrinkage but the size was what I was a bit concerned about. It was built back in the 70's and they probably didn't compact, added a bunch of water, poured it in a rain storm in 100 degree weather.
 
I'm more inclined to agree with Northcivil that it looks more like upward heave. especially if it has only just been noticed by the homeowner.
 
I'm thinking no reinforcement too. If there were any reinforcement 1 1/2" to 2" down, then wouldn't a crack that wide mean steel had yielded or de-bonded?
 
Heave? This is typical in clayey soils expanding from moisture right? This area isn't known for clayey soils; its close to the beach and more than likely clean sands. Unless the builder imported a bunch of cheap fill with clay...
 
What do you know about the reinforcement? If it's an unreinforced slab on grade, then I say pure shrinkage.

If it's supposed to be reinforced with WWF, then I suspect the WWF is sitting way down at the bottom of the slab and is not effective.
 
OG...not D-cracking...that's very specialized. This one is simpler...just shrinkage. As kmart30 notes, likely just relatively clean sands and poor construction!

I recently removed the floor covering from a house I bought in 1994 (in Florida). The family room had a similar crack in the floor. Clean fine sands below slab. I didn't bother with "why"...that much was obvious from my 40 years of experience with concrete construction in Florida. Filled crack with epoxy and put "engineered hardwood" flooring over it. No issues.
 
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