Observations/Finding

As requested, an ASEC technician was present at the above referenced site for the purpose of conducting a basement wall rebar inspection for Lot #32.

Wall appeared to consist of #4 rebar rested on three 3″ rod chairs spaced at approximately six 6″ inches on center. Wall preparations appear 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 suitable to support the building structure utilizing an allowable soil bearing pressure of 2,000 psf. The footings are the proper depth and width and have been prepared in accordance with IRC 2012 and the Georgia Amendments. Lot #32 is ready for concrete placement.

The superintendent has been notified of these findings.