Show your calculations for the forces involved in dry steering on a fresh concrete surface. Please work your numbers two ways: in a perfect world (theoretical), and what the contractor actually did with the concrete.
R
Show your calculations for the forces involved in dry steering on a fresh concrete surface. Please work your numbers two ways: in a perfect world (theoretical), and what the contractor actually did with the concrete.
R
While having no practical experience, only thing I might guess at as is that curing may not be uniform, and surface for example is drier and may not cure as fast. It might hold up but you might mar the surface if not careful.
If concrete cures in about 28 days to about 90% of its ultimate strength, and the concrete has a rated strength when fully cured of 4000 psi, why is it necessary to wait two weeks after pouring to allow for enough strength to park a typical family sedan, weighing about 4000 lbs?
The contact area between the 4 tires and the concrete is maybe 100 square inches, and thus the car should exert no more than 40 psi at each tire. See:
I agree too that RicodJour is on to something. In the link Smarty provided to the characteristics of concrete, it says it's tensile strength is only 10 to 15% of the compressive rating. It would seem a tire turning might create enough sideways force to cause the concrete to start to rip out sideways if it were not cured enough.
Also, I'm not sure about the 2 week rule. Just doing a bit of googling I didn't find any consistent answer. Here's one example of what a concrete contractor recommends, and it's one week:
My installer and other local "experts" seem to feel that 2 weeks is a reasonable time, but I am guessing that they are deliberately waiting a bit longer than necessary to minimize any risk of damage.
I think you have raised a really significant point. The static load of a vehicle sitting on a pad is quite different from the dynamic loads imposed by steering tires on a dry surface. The maturity curves tend to only look at compressive strength, but in a more dynamic situation, the tensile strength may also come into play. I'm not sure how to quantify these dynamic loads, but they may account for other forms of damage beyond strictly adding a load to the slab statically.
No doubt you are correct that the curing will not happen uniformly throughout the slab, since water has a much easier time escaping at the outer surfaces. I intend to wait the recommended 2 week time, to avoid any issues with the contractor.
I'm not sure how to quantify them either - that's why I wanted you to show your work! ;) Actually, I could do the calcs, but why? It's an exercise in wild assed guesses. A person's driving technique and the driveway layout would have a lot to do with the shear forces on the surface, as would the amount of water in the mix, if the contractor wet down the surface to make it easier to work, etc, etc, etc.
R
better safe than sorry... longer cure is always better....
Bingo!
bit longer than necessary to minimize any risk of damage.
Thanks to all for clarifying this. I certainly intend to wait for the recommended 2 week period despite the inconvenience of parking at a neighbor's house a half a mile away. The other factors I had not considered explain why the compression strength does not tell the complete story.
Now if I can just avoid freezing temperatures for another 11 days...............
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