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Daily Field Report
Observations/Finding
AS Engineering and Consulting, LLC. has completed an engineering evaluation of the slab and perimeter footings at Sun City – Peachtree Lot #75 at 120 Chinkapin Court, Griffin, Georgia. 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 suitable for an allowable soil bearing pressure of 2,500 psf. Reinforcing steel for footings and slab was visually inspected and appeared to be in accordance with approved project specifications for size, spacing and quantity. During our evaluation it was noted the welded wire mesh was adequately overlapped, vapor barrier was installed and taped as needed, rebar standees were used as needed to provide required 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. Results of DCP testing are inclosed. If you have any questions regarding this letter, please contact us.
DCP LOCATION: Lot #, North/South/Center etc |
Lot 75 w side of lot | ||||
Depth (feet) |
Set 2″ |
N 1.75″ |
Description | ||
1 | 4 | Red | Silty fine to medium | SAND | |
2 | 10 | Red | Silty fine to medium | SAND | |
3 | 12 | Red | Silty fine to medium | SAND | |
4 | 18 | Red | Silty fine to medium | SAND | |
1 | |||||
2 | |||||
3 | |||||
4 | |||||
9 | |||||
10 | |||||
DCP LOCATION: Lot #, North/South/Center etc |
Lot 75E side of lot | ||||
Depth (feet) |
Set 2″ |
N 1.75″ |
Description | ||
1 | 8 | Red | |||
2 | 15 | Tan | |||
3 | 16 | Tan | |||
4 | 17 | Tan | |||
5 | |||||
6 | |||||
7 | |||||
8 | |||||
9 | |||||
10 |