- There was one beam that had been widened beyond the engineering design.
 - A number of areas where the pipes were touching reinforcement mesh or within 20mm of touching reinforcement mesh
 - One of the bottom reinforcements had not been lapped with the requirements of AS2870 Section 5.3.2
 - A few reinforced steel that had not been secured in a manner to prevent the reinforcement to move during the concrete pour.
 
Monday, 28 August 2017
Day 15 of 266
After 15 days and 2 inspection cancellations, we finally had our pre-pour inspection today with Darbecca. Our consultant found a few minor issues 
such as :
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