Both my pool contractor and the gunite company say this can be patched. It looks more serious to me than a patch job.
The backstory:
Initial construction (rebar, plumbing and gunite shell) were completed in 2017. Plaster and tiling were done in the spring on 2018.
The structure is on a blue stone base, as solid ground couldn't be reached until 25' down.
We noticed small cracks in the plaster and thought they were superficial. Our GC sent his gunite subcontractor, who started digging and found they went through to the gunite.
The theories:
The gunite guy didn't like hearing that the shell sat over the winter without plaster or water. He thinks maybe it wasn't watered for the first 3 days after being shot, but I can't remember one way or the other. (If that was our responsibility, then we definitely did it. If the GC was supposed to do it or if he didn't tell us to do it, it might not have been done.)
The rebar grid was too large. (It's 12"x13" for a 14'x32' pool.)
The plumbing was too close to the rebar on both sides of the pool (actually touching it) and grouped together so not enough gunite was able to get between them.
Our GC says maybe the gunite mix wasn't correct.
The suggested fixes:
The plumbing has been cut away, spliced (with sweeps), and moved back from the rebar. Additional rebar will be patched in today. They plan to reshoot the gunite next week.
My questions:
Is patching the correct approach? (And if not, what is?)
What will prevent it from cracking elsewhere in the coming years?
Both the contractors say that all cracks would have shown up by now, so patching is okay. I'm not so sure. Any advice would be greatly appreciated. Thanks!
The backstory:
Initial construction (rebar, plumbing and gunite shell) were completed in 2017. Plaster and tiling were done in the spring on 2018.
The structure is on a blue stone base, as solid ground couldn't be reached until 25' down.
We noticed small cracks in the plaster and thought they were superficial. Our GC sent his gunite subcontractor, who started digging and found they went through to the gunite.
The theories:
The gunite guy didn't like hearing that the shell sat over the winter without plaster or water. He thinks maybe it wasn't watered for the first 3 days after being shot, but I can't remember one way or the other. (If that was our responsibility, then we definitely did it. If the GC was supposed to do it or if he didn't tell us to do it, it might not have been done.)
The rebar grid was too large. (It's 12"x13" for a 14'x32' pool.)
The plumbing was too close to the rebar on both sides of the pool (actually touching it) and grouped together so not enough gunite was able to get between them.
Our GC says maybe the gunite mix wasn't correct.
The suggested fixes:
The plumbing has been cut away, spliced (with sweeps), and moved back from the rebar. Additional rebar will be patched in today. They plan to reshoot the gunite next week.
My questions:
Is patching the correct approach? (And if not, what is?)
What will prevent it from cracking elsewhere in the coming years?
Both the contractors say that all cracks would have shown up by now, so patching is okay. I'm not so sure. Any advice would be greatly appreciated. Thanks!
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