Observations/Finding

Slab and Footing Evaluation

Suncity Peachtree, Lot #30

207 Catalpa Court

Griffin, GA 30223

ASEC ProjectNo.:2021C060

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 assessment, well-compacted fill soils were encountered underlain by residual soils.

These soils were 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 necessary to provide cover, and the rebar appeared to have adequate lap length for its size.

The contractor was informed of our testing results.

For your reference the DCP data sheets are below: