Daily Field Report
As requested, a ASEC technician was present at the above referenced site for the purpose of conducting a basement wall rebar inspection for lot 23.
Wall appears to consist of #4 rebar rested on 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 capable of supporting 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 23 is ready for concrete placement.
The superintendent has been notified of these findings.