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The slab you recently poured was divided into four sections; A, B, C & D. The concrete test results for Section A were below the

The slab you recently poured was divided into four sections; A, B, C & D. The concrete test results for Section A were below the required strength of 3,000 psi. You cored the slab in Section A and the compression test results were 2200psi, 3,000psi and 2,900 psi. Is the concrete in Section A structurally adequate

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