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LOG of BORING
Project Name:
The Aberdeen
Project No.:
4754.002.16
Client:
Engineered Solutions of Georgia
Boring No.:
B-5
Location:
Vinings, Georgia
Date:
11/11/2016
Elevation
Description
Depth
Samples
Drilling Observations
Concrete 5.5"
(feet) No. Type DCP
Hand Auger Boring
FILL: SILT, stiff, brown,
No groundwater encountered
some sand, trace rock
at the time of drilling.
fragments, roots, dry,
non-plastic
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
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
~1027 ft. MSL