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If on-site slump test fails, should engineers allow the contractor to continue the concreting works?
As a good QA/QC Engineer, what are the recommendations at the site? start poring or not?
We have poured concrete but there is some area appeared cracks. How to repair it?
After documentation to this effect from the side of PMC, Client or Consultant, is there any specific guideline or recommended procedure to reduce the payable rate towards ... See More