You would have had a much more expensive repair on your hands if it didn't work though - don't think i would have had the courage to take on that sort of risk. Crack repair Vs Joint replacement - I know which one I would be going with.
I am no structural engineer , but id imagine there was a lot more reinforcement and footing / piling work that would have had to take place. I would imagine that any sort of ground movement would induce stress fractures within the slab.
I personally would still have introduced some sort of control joints like a 3mm saw cut.
Nonetheless goes to show that the world is evolving and there isn't one way to skin a cat. Bravo to you and the engineer that designed it.
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Open | High | Low | Value | Volume |
1.1¢ | 1.1¢ | 1.1¢ | $1.167K | 106.1K |
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No. | Vol. | Price($) |
---|---|---|
12 | 5537652 | 1.1¢ |
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Price($) | Vol. | No. |
---|---|---|
1.2¢ | 7687805 | 13 |
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No. | Vol. | Price($) |
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1 | 86110 | 0.012 |
12 | 5537653 | 0.011 |
58 | 27401203 | 0.010 |
11 | 9232777 | 0.009 |
8 | 8346875 | 0.008 |
Price($) | Vol. | No. |
---|---|---|
0.011 | 86111 | 2 |
0.012 | 7687805 | 13 |
0.013 | 6327178 | 13 |
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0.015 | 5406278 | 14 |
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