Observations/Finding

As requested, the site was visited by our AS Engineering and Consulting (ASEC) representative for the purpose of providing quality control inspection and testing services.  Visual observation techniques were employed to verify compliance with project drawing/specifications, applicable codes, and materials submittals. The following observations were observed on site this day.

1) Footing inspection. The twelve spread footings were visually inspected for bearing capacity (specified by the plans as 2000 pcf). Footings 3xC, 1xB, 3xB & 4xB were generally probed and tested with a DCP (Dynamic Cone Penetrometer).  A bearing of 2000 psf was verified as per job specifications.

2) Rebar checking.  Rebar was found to be placed as per job specifications for size, spacing and quantity.

3) Concrete testing.  A sample of fresh concrete was tested for slump, air content and unit weight.  One set of specimens were cast.

We appreciate the opportunity to be of service to you on this project. If you have any questions regarding this report, please feel free to contact us. We will be more than happy to discuss it with you.

Floor plan showing colored spread footings poured today

Spread footings before concrete pouring

Picture depicting concrete poured footings

Five cylinders after casted