|reply to dib22 |
Re: cement experts - does this look right?
I'm a Structural Engineer and what you have there is poor workmanship that is not acceptable for structural purposes. There is improper consolidation (likely due to inadequate vibration) and inadequate cover on reinforcing. I'd be willing to bet the compressive strength on this area is way below the design capacity.
Small areas of honeycombing can be patched, but this is more than is acceptable.
This corner should be removed and replaced at the contractor's expense.