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Daily Field Report

Date :12/09/2021
Project No :2021C060
Client Company :Pulte Group
Arrival Time :12/08/2021 09:00
Onsite Hours :01:30
Name of the Project :Suncity - Peachtree
Project Location :Griffin, GA
Weather :Sunny
Departure Time :12/08/2021 10:30
ASEC Technician Name :Vidal Dias

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 for Lot #84.

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 the slab. A crew was on-site removing unconsolidated sediments from the perimeter of the 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 2,500 psf. The footings are the proper depth and width and have been prepared in accordance with IRC 2012 and the Georgia Amendments. Lot #84 is ready for concrete placement.

See attached DCP/Boring Sheet for full data.

The superintendent has been notified of these findings.

DCP LOCATION:
Lot #, North/South/Center etc
113 ALCOVY CT Griffin, GA 30223 – North side of the house
Depth
(feet)
Set
2″
N
1.75″
Description
1 12 Red, Silty fine to medium SAND.
2 12 Red, Silty fine to medium SAND.
3 20+ Red, Silty fine to medium SAND.
4 20+ Red, Silty fine to medium SAND.
5
6
7
8
9
10

 

 

 

Technician Signature / DateVidal Dias, December 9, 2021
Reviewer Name / DateKenneth Mosman, December 15, 2021