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Daily Field Report
Observations/Finding
Our As Engineering and Consulting, LLC representative has completed an foundation evaluation of the slab and perimeter footings at Suncity – PeachTree, Lot #122 pod 14 residential unit. The footing evaluation was performed by visual inspection, hand probing, dynamic cone penetrometer (DCP) testing. During the evaluation, well compacted fill soils were encountered under lane by residual soils.
These soils were found to be capable of supporting the building structure utilizing an allowable soil bearing pressure of 2000 psf.
Reinforcing steel for footings and slab was visually inspected and appeared to placed as per job specifications for size, spacing and quantity. During our evaluation it was noted that welded wire mesh was adequately overlapped, vapor barrier was installed to taped as needed, rebar standees were used as needed to provide cover and the rebar appeared to have adequate lap length for its size.
As Engineering and Consulting, LLC. appreciates the opportunity to be of service to you on this project. If you have any questions regarding this report, please contact us.
Depth
(feet)
|
Set
2″
|
N
1.75″
|
Description | ||
1 | 6 | Red, Brown Silty SAND | |||
2 | 8 | Red, Brown Micaceous Silty SAND | |||
3 | 7 | Tan, Brown Silty SAND | |||
4 | 8 | Gray, Silty fine to medium SAND |
Depth
(feet)
|
Set
2″
|
N
1.75″
|
Description | ||
1 | 7 | Red, Brown Silty SAND | |||
2 | 8 | Red, Brown Micaceous Silty SAND | |||
3 | 8 | Tan, Brown Silty SAND | |||
4 | 8 | Gray, Silty fine to medium SAND |