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Daily Field Report

Date :07/07/2021
Project No :2020C007
Client Company :Pulte Group
Arrival Time :07/07/2021 08:00
Onsite Hours :04:00
Name of the Project :Winslow at Brookstone
Project Location :6156 Collins Road, Acworth, GA 30101
Weather :sunny
Departure Time :07/07/2021 12:00
ASEC Technician Name :


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 for lots #13 and 21

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 Southeast Zone, Date 02/31/2016 Pulte Structural drawling. 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. Lots #13 and 21 are ready for concrete placement.

See attached DCP/Boring Sheet for full data.

 The superintendent has been notified of these findings.

Technician Signature / DateAndrew McCullough, July 7, 2021
Reviewer Name / DateKenneth Mosman, December 09, 2021