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LOG of BORING
Project Name:
The Aberdeen
Project No.:
4754.002.16
Client:
Engineered Solutions of Georgia
Boring No.:
B-1
Location:
Vinings, Georgia
Date:
11/11/2016
Elevation
Description
Depth
Samples
Drilling Observations
Topsoil: 5"
(feet) No. Type DCP
Hand Auger Boring
No groundwater encountered
FILL: Rock-laden SILT,
at the time of drilling.
brown, black, some sand,
topsoil, dry to moist,
* 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
25.0
SS = Split-Spoon (sample)
DCP = Dynamic Cone Penetrometer
Sandy SILT, red, brown,
GS= Ground Surface
trace mica, moist, low
TS = Top of Slab
plastic
HWR= Highly Weathered Rock
Boring Terminated @ 29'
PWR= Partially Weathered Rock
~1016 ft. MSL