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CHANNEL TO VICTORIA
SUMMARY OF LABORATORY TEST RESULTS
VICTORIA, TEXAS
Boring No.
SPT
Dry
Wet
Depth
PP
Blows
Visual
USC
Me
Unit
Unit
LL
S#
( tt)
(tsf)
per
Classification
(%)
WI
WI
(%)
Foot
(pet)
(pcf)
1
o -
2
0.00
Gray, CLAY,
very
solt, with silt and
CH
63.4
shell fraqments
2
2 - 4
0.00
Gray, CLAY,
very
solt, with silt, trace of sand
CH
65.3
62.6
103.4
and shell fraqments
3
4 - 6
0.00
Gray, CLAY, very solt, with silt
CH
65.8
4
6 - 8
0.00
Gray, CLAY, very solt, with silt and
CH
74.9
shell fragments
S
8 . 10
0.00
Gray, CLAY, very solt,
with
silt
CH
64.4
6
10 - 12
0.00
Gray, CLAY, very solt,
with
silt
CH
63.7
60.2
98.6
7
12 - 14
0.00
Gray,
CLAY,
very soft,
with
silt
CH
67.3
8
14 - 16
0.00
Gray, CLAY,
very soft,
with
silt
CH
64.6
9
16 - 18
0.00
Gray, CLAY, very soft, with silt and
CH
70.9
shell
Iragments
10
18 - 20
0.00
Gray, CLAY, very solt, with silt and
CH
64.1
60.7
99.6
shell fraqments
11
20 - 22
0.00
Gray, CLAY, very solt, with silt and
CH
51.7
shell fragments
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
64
70
73
90-53
Mechanical Analysis
PL
% PassinQ
(%)
#4
#10 #40 #100
99.9 98.6 96.2
95.1
21
99.8
99.5 98.1
96.7
Torvane
Shear
qu
Strength (tsf)
#200
(tst)
89.9
0.05
91.1
0.05
0.02
0.00
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