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GEOTECHNICAL BORING DATA
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Project
Depth
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2 . 3.5
4 . 5.5
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VICTORIA SHIP CHANNEL, TEXAS
SPT
Blows
Visual
per
Classification
Foot
WOP Gray, SANDY SILT, very loose, with shell
fr~ments
WOP Gray, CLAYEY SILT, very loose, with shell
fraaments
WOP
Gray, CLAYEY SILT, very loose, with shell
fragments
WOP Gray, CLAYEY SILT, very loose, with clay
seams and shell fraaments
WOP Gray, CLAYEY SAND, very loose, with clay
seams and shell fraaments
WOP
Gray, CLAY, very soft, with silt and shell
fraaments
6
18
Light gray and tan, CLAY, very stiff, with silt
seams
Gray and tan, SILTY SAND, loose, with gravel, the
upper portion contained
sandy clay pockets
Gray and tan, SILTY SAND, loose
Gray, SILTY SAND, loose
Gray and tan, SAND, medium dense
(
SUMMARY OF LABORATORY TEST RESULTS
Boring No.
90.44
Dry
Wet
Mechanical Analysis
Torvane
USC
Me
Unit
Unit
L L P L
%
Passing
Shear
(%)
WI
WI
(%) (%)
Strength
(pet)
(pet)
#4
#10 #40 #100 #200
(tsf)
M L 27.3
M L
41.5
100.0 99.8 98.9 98.5 74.1
M L
35.1
M L
34.1
SC
38.7
98.6 98.1 96.7 57.8 34.4
CH
38.6
69
CH
31.9
0.50
SM
21.2 109.7 133.0
NP NP
99.1 98.3 97.3
64.6 38.7
SM
18.6
SM
SP
S
# :
Sample Number, P P : Pocket Penetrometer Reading, USC : Unified SOil Classification, Me: MOisture Content
q u : Unconfined Compressive Strength, WaH : Weight of hammer, WOP: Weight of pipe
qu
(tsf)
0.24
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