Statement of Problem - The building was designed and coordinated in 3D, the civil site work was designed in 2D and not part of the 3D master model. This led to poor coordination between the building/site utility connection points, as well as some utilities and equipment pads which were coordinated incorrectly. …
STATEMENT OF PROBLEM: CCC performed deep pour of Micor epoxy grout between the press plates and the concrete piers, for 20 plates. The epoxy grout was required to have a compressive strength of 10,000PSI. CCC constructed a headbox and used safety cones for the pour, following procedure as provided by Micor rep. H…