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S. ARMY CORPS OF ENGINEERS
BORING NO.
'15
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DATE: BEGIN
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PAGE
1
11
JOB NO.
54(;11.\"\"::
1'5
COMPLETE
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PROJECT
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ELEVATION OF HOLE
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MANUFACTURER'S DESIGNATION OF DRILL RIG
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GROUNDWATER:
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ft •• at end of Drilling
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SECONDARY
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STRUCTURAL FEATrRES
AND COMMENTS
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GEOTEST ENGINEERING. INC.
Project:
Channel to Victoria
Seadrift, Texas
SUMMARY OF LABORATORY TEST RESULTS
Contract No,
DACW64~94~D-0015
Delivery Order No, 0018
Boring
No,.~
SPT
Dry
Wet
S#
Depth
P P
Blows
Visual
USC
Me
Unit
Unit
(ftl
(tsfl
per
Classification
(%1
Wt
Wt
Foot
(pefl
(pefl
1
0-2
4.5+
Clay,w/roots,Hard,Dark gray
CH
23.5
2
2-4
4.5+
Clay,wisand seams,Hard,Dark gray
CH
24.4
3
4-6
4.5+
Clay, wisand seams,Hard,Dark gray
CH
27.1
4
6-8
4.5+
Clay,w/calcareous nodules & ferrous stains,
CH
21.2
Hard,Yellowish gray
5
8 -
10
4.5+
Clay, w/calcareous nodules & ferrous stains,
CH
22.5
slickensided, Hard, Yellowish
gray
6
10- 12
3.50
ClaY,w/calcareous nodules & ferrous stains &
CH
19.0
109.3
130.1
sand seams,Very
stiff, Yellowish
gray
7
12 - 14
3.75
Sandy Clay,w/calcareous nodules & ferrous"'
CL
18.0
stains & sand
seams,Very
stiff,Yellowish gray
8
14 - 16
4.5+
Clay,w/calcareous nodules & ferrous stains &
CH
24.3
sand seams,Hard,Yellowish gray
9
16 - 18
4.5+
ClaY,w!calcareous nodules & ferrous stains
CH
21.4
& sand seams,Hard,Yellowish gray
10
18 - 20
4.5+
Sandy Clay,w/calcareous
nodules, Hard,
CL
17.8
111.5
131.4
Yellowish gray
11
20 - 22
4.5+
Sandy Clay,w/calcareous
nodules, Hard,
CL
19.8
Yellowish gray
12
22 - 24
2.00
Silty Clay,w/calcareous nodules & sand seams,
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