abredeensettlementinvestigation

LOG of BORING

Project Name:

The Aberdeen

Project No.: Boring No.:

4754.002.16

Client:

Engineered Solutions of Georgia

B-8

Location:

Vinings, Georgia

Date:

11/11/2016

Elevation

Description

Depth

Samples

Drilling Observations Hand Auger Boring

~1034.5 ft. MSL

Topsoil: 5"

(feet) No. Type DCP

No groundwater encountered

FILL: SILT, soft to firm, tan, brown, some sand, trace mica, rock fragments, very

1 DCP 4-3

at the time of drilling.

* DCP on rock fragments

2 DCP 13-12*

moist, non-plastic

3 DCP 6-5

4 DCP 5-5

5.0

5 DCP 4-6

6 DCP 9-9*

Note: Boring refused at 7.5 feet on rock fragments.

7 DCP 11-10*

Hand Auger Refusal @ 7.5'

10.0

15.0

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