Observations/Finding

The site was visited by the undersigned AS Engineering and Consulting (ASEC) representative for the purpose of providing quality control inspection and testing services. Visual observation techniques were employed to assure compliance with project drawings/specifications, applicable codes, and materials submittals. The following observations were made on site today:

Upon arrival, for Lot #38 Pod 17 it was observed that all rebar was placed as per job specifications for size, spacing, and quantity.  The previous days freezing rain caused accumulation of two (2) inches of muck in the bottom of the footing.  Our representative recommended demucking the footing to remove deleterious materials.  Dynamic Cone Penetrometer Testing (DCP) were performed.  Footings were found to have a soil bearing pressure of 2,500 psf.  Please see the attached table.