Observations/Finding

As requested, an ASEC technician was present at the above referenced site for the purpose of conducting a slab on grade and perimeter slab footing inspection and bearing testing for lot #284.

Slab appeared to consist of #4 rebar rested on three 3″ rod chairs spaced at approximately six 6″ inches on center. The bottom of the slab was covered with continuous poly vapor barrier lapping with wire mesh placed one 1″ from the bottom of slab. Slab preparations appeared to be in accordance with project specifications. 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 capable of supporting the building structure utilizing an allowable soil bearing pressure of 2,000 psf. The footings were the proper depth and width and have been prepared in accordance with Southeast Zone, Date 12/08/2015, Carver & Eddington, NPC plan Number 2468.238-2468.237, Pulti Structural Drawling by visual inspection, and are ready for concrete placement.

See attached DCP/Boring Sheet for full data.

The superintendent has been notified of these findings.