Observations/Finding

AS Engineering and Consulting, LLC. has completed an engineering evaluation of the slab and perimeter footings at the above-mentioned residential unit. The footing evaluation was performed by visual inspection, hand probing, and dynamic cone penetrometer (DCP) testing. During the evaluation, well-compacted fill soils were encountered underlain by residual soils. These soils were found to be suitable for an allowable soil bearing pressure of 2,500 psf. Reinforcing steel for footings and slab was visually inspected and appeared to be in accordance with approved project specifications for size, spacing and quantity. During our evaluation it was noted the welded wire mesh was adequately overlapped, the vapor barrier was installed and taped as needed, rebar standees were used as needed to provide cover and the rebar appeared to have adequate lap length for its size.

The contractor was notified of the results of our testing.

AS Engineering and Consulting, LLC. appreciates the opportunity to be of service to you on this project. If you have any questions regarding this letter, please contact us.