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Project
VICTORIA SHIP CHANNEL, TEXAS
SUMMARY OF LABORATORY TEST RESULTS
Boring No.
SPT
Dry
Wet
Depth
PP
Blows
Visual
USC
Mc
Unit
Unit
LL
S#
(tt)
(tsl)
per
Classification
(%)
WI
WI
(% )
Foot
(pcf)
(pcf)
1
o - 2
Dark gray, SILTY SAND, very loose, with
SM
shell fragments
2
20P
Dark gray, SILTY SAND, very loose, with
SM
shell Iraaments
3
4 - 6
0.25
Dark gray, SILTY CLAY, sott, with shell fragments
CL
41.6
77.8
110.2
4
6 - 8
Dark gray, SILTY CLAY, very soft, with
CL
50.3
shell fraoments
5
8 -
10
1.25
Gray and tan, SANDY CLAY, stiff, with
CL
24.4
101.9
126.8
,,--...
calcareous nodules
6
10
-f3j
Gray, CLAY, with sand and shell fragments
CL
/"'
7
12
-t3:f
6
Gray and yellOWish, SILTY SAND, loose, with
SM
calcareous nodules and shell fragments
8
17 -18.5
19
Gray and yellowish, SAND, medium dense, with
SP
silt, shell fragments and calcareous nodules
9
23 - 24.5
15
Gray and yellowish, SAND, medium dense, with
SP
silt, shell fragments and calcareous nodules
S
# :
Sample Number, P P : Pocket Penetrometer Reading, USC: Unified
..
SOil Classification,
..
Me: MOisture Content
q u : Unconfined Compressive Strength, W 0 H : Weight of hammer, WOP: Weight of pipe
44
90-31
Mechanical Analysis
PL
% Passino
(%)
#4
#10 #40 #100
100.0
99.7
98.7 93.8
17 99.9 99.0
97_6
96.4
99.0
97.8
95.9 91.6
Torvane
Shear
qu
Strength (tsf)
#200
(tst)
33.8
0.00
80.4
0.69
41.4
.
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Failure Sketches
0.8
~
0.6
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.;
0
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