Quote:
Originally Posted by rofina
How did ever come to be that the builder used the wrong concrete?
The list of approvals required on concrete mix is so long, I'm genuinely curious how this could have occurred and not been caught along the half dozen or so approvals that it would have went through.
I can appreciate if the answer to this is too detailed to give away online.
Cheers.
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Hi Rofina. There is quite a history on this white concrete.
The specification of the original white concrete is a high flow concrete mix which requires a mix inhibitor that results to super high temperature when curing.
In addition, the waffle wall (what we call the facade that looks like honeycomb) is part of the overall cycle of the slab pour which needs to be 7 days.
As some of the columns in the waffle wall are imperative to the schedule cycle, they require to be stripped down within days of pour.
Also, the intent on the white concrete is that once stripped, it would not require sacking and grinding, and would only need to be sealed.
Now, here are the four main reasons why the white concrete was changed to the gray concrete.
1. the pour from Level 1-9 (which was up to where the white concrete was poured) was poured in the summer of 2018. The high heat curing nature of the white concrete plus the heat in the summer resulted to major crackings on the beams of the waffle wall. Rebars became exposed and it presented a great challenge in both deficiency work and structural/envelope redesign.
2. The high flow concrete takes 11-12 days cycle which is a problem on scheduling. The cycle per slab pour was suppose to be 7 days. As with any other construction, the structure (until the finishes hit) is the critical path of the project.
3. The white concrete is exponentially expensive. The costs difference between changing to "gray" concrete with white elastomeric and traffic coating, vs pure white concrete is substantial and is a benefit to the developers. Obviously, the redesign presented new set challenges but thats for another discussion.
4. It was observed that the crackings on white concrete continued to occur 4-5 weeks after stripping. It was an engineering nightmare for both structural and envelope to mitigate and fix the cracks.
From Level 10 up to the top, the concrete will be gray with a coat of both elastomeric and traffic (alsans) coating.
Hopefully this answers the question.