abredeensettlementinvestigation

LOG of BORING

Project Name:

The Aberdeen

Project No.: Boring No.:

4754.002.16

Client:

Engineered Solutions of Georgia

B-5

Location:

Vinings, Georgia

Date:

11/11/2016

Elevation

Description

Depth

Samples

Drilling Observations Hand Auger Boring

~1027 ft. MSL

Concrete 5.5"

(feet) No. Type DCP

FILL: SILT, stiff, brown, some sand, trace rock fragments, roots, dry, non-plastic

No groundwater encountered

at the time of drilling.

Boring refused on large rock fragments in the fill at 6 feet below the existing grades.

1 DCP 11-8

5.0

Rock-laden FILL

2 DCP 5-6

Auger Refusal @ 6'

10.0

15.0

20.0

LEGEND SPT= Standard Penetration Test SS = Split-Spoon (sample) DCP = Dynamic Cone Penetrometer GS= Ground Surface TS = Top of Slab

25.0

HWR= Highly Weathered Rock PWR= Partially Weathered Rock