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LOG of BORING
Project Name:
The Aberdeen
Project No.:
4754.002.16
Client:
Engineered Solutions of Georgia
Boring No.:
B-8
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: SILT, soft to firm, tan,
1 DCP 4-3
at the time of drilling.
brown, some sand, trace
mica, rock fragments, very
2 DCP 13-12*
* DCP on rock fragments
moist, non-plastic
3 DCP 6-5
4 DCP 5-5
5.0
5 DCP 4-6
6 DCP 9-9*
7 DCP 11-10*
Note: Boring refused at 7.5
feet on rock fragments.
Hand Auger Refusal @ 7.5'
10.0
15.0
LEGEND
SPT= Standard Penetration Test
25.0
SS = Split-Spoon (sample)
DCP = Dynamic Cone Penetrometer
GS= Ground Surface
TS = Top of Slab
HWR= Highly Weathered Rock
PWR= Partially Weathered Rock
~1034.5 ft. MSL