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Daily Field Report

Date :05/04/2022
Project No :2020C007
Client Company :Pulte Group
Arrival Time :05/04/2022 11:00
Onsite Hours :01:00
Name of the Project :Winslow at Brookstone
Project Location :6156 Collins Road, Acworth, GA 30101
Weather :Sunny
Departure Time :05/04/2022 12:00
ASEC Technician Name :Vidal Dias

Observations/Finding

AS Engineering and Consulting, LLC. has completed an engineering evaluation of the slab and perimeter footings for Winslow at Brookstone Lots #46 and 55 residential units. 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 footings utilizing an allowable soil bearing pressure of 2,000 psf.

Please reference the DCP data and photos below:

 

DCP LOCATION:
Lot #, North/South/Center etc
 Lot 46 East
Depth
(feet)
Set
2″
N
1.75″
Description
1 8 Tan, Silty fine to medium SAND
2 9 Tan, Silty fine to medium SAND
3 8 Tan, Silty fine to medium SAND
4 10 Tan, Silty fine to medium SAND
5
6
7
8
9
10

 

DCP LOCATION:
Lot #, North/South/Center etc
Lot 46 West
Depth
(feet)
Set
2″
N
1.75″
Description
1 9 Tan, Silty fine to medium SAND
2 11 Tan, Silty fine to medium SAND
3 8 Tan, Silty fine to medium SAND
4 12 Tan, Silty fine to medium SAND
5
6
7
8
9
10

 

DCP LOCATION:
Lot #, North/South/Center etc
Lot 55 West
Depth
(feet)
Set
2″
N
1.75″
Description
1 6 Tan, Silty fine to medium SAND
2 8 Tan, Silty fine to medium SAND
3 10 Tan, Silty fine to medium SAND
4 14 Tan, Silty fine to medium SAND
5
6
7
8
9
10

 

DCP LOCATION:
Lot #, North/South/Center etc
Lot 55 East
Depth
(feet)
Set
2″
N
1.75″
Description
1 6 Tan, Silty fine to medium SAND
2 7 Tan, Silty fine to medium SAND
3 10 Tan, Silty fine to medium SAND
4 12 Tan, Silty fine to medium SAND
5
6
7
8
9
10

Lot 55

Technician Signature / DateVidal Dias, May 4, 2022
Reviewer Name / DateKenneth Mosman, May 08, 2022