abredeensettlementinvestigation

LOG of BORING

Project Name:

The Aberdeen

Project No.: Boring No.:

4754.002.16

Client:

Engineered Solutions of Georgia

B-1

Location:

Vinings, Georgia

Date:

11/11/2016

Elevation

Description

Depth

Samples

Drilling Observations Hand Auger Boring

~1016 ft. MSL

Topsoil: 5"

(feet) No. Type DCP

No groundwater encountered

FILL: Rock-laden SILT, brown, black, some sand, topsoil, dry to moist,

at the time of drilling.

* DCP on rock fragments

non-plastic

1 DCP 13-13*

5.0

2 DCP 15+*

10.0

Note: Topsoil observed in drill cuttings from approximately 10 to 15 feet.

3 DCP 15+*

15.0

FILL: Sandy SILT, stiff, tan, brown, trace mica, dry, non-plastic

4 DCP 7-11

20.0

5 DCP 6-10

LEGEND SPT= Standard Penetration Test SS = Split-Spoon (sample) DCP = Dynamic Cone Penetrometer

25.0

Sandy SILT, red, brown, trace mica, moist, low

GS= Ground Surface

TS = Top of Slab

plastic

HWR= Highly Weathered Rock PWR= Partially Weathered Rock

Boring Terminated @ 29'