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ELEVATION OF HOLE ___________
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MANUFACTURER'S DESIGNATION OF DRlLL RIG
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STRUCTURAL FEATrRES
AND COMMENTS
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GEOTEST ENGINEERING. INC.
----...--....- ....
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..-'"........-.-.-..---....--.--.....--..- ...-.-.-.....,--------_._-_...
__
\
Project: Channel to Victoria project
Victoria, Texas
sulIiI,..
~riY
OF lABORATORY TEST RESULTS
Contract No. DACW64-94-D-0015
Delivery Order No. 0025
Boring No. 95-184
SPT
Dry
Wet
S#
Depth
PP
Blows
Visual
USC
Me
Unit
Unit
(ft)
(tsf)
per
Classification
(%)
Wt
Wt
Foot
(pef)
(pet)
1
0-2
3.75
ClaY,w/roots,Very stiff,Dark gray
CH
33.6
2
2-4
3.50
ClaY,w!roots,Very
stiff, Dark
gray
CH
33.8
.
3
4-6
1.50
Clay,w/ferrous stains,Stiff,Gray
CH
36.3
80.1
109.2
4
6-8
1.50
Clay, w/ferrous stains,slickensided,Stiff, Gray
CH
42.3
5
8 - 10
1.50
Clay, w!ferrous stains,slickensided, Stiff, Gray
CH
32.1
87.1
115.1
6
10- 12
1.25
Clay, w/blocky structure,slickensided, Stiff, Gray
CH
34.5
7
12 - 14
1.00
Clay, w/blocky structure,slickensided,Stiff, Gray
CH
32.4
8
14 - 16
1.00
Clay, w!blocky structure,slickensided,Stiff,Gray
CH
31.3
9
16 - 18
1.00
Clay,w!calcareous & ferrous nodules & mica,
CH
33.8
slickensided,Stiff,Gray
10
18 - 20
1.00
ClaY,w!calcareous & ferrous nodules,
CH
23.0
100.7
123.8
slickensided, Stiff,
Gray
11
20 - 22
1.00
ClaY,w!calcareous & ferrous nodules & mica,
CH
45.2
slickensided, Stiff, Gray
12
22 - 24
1.00
Clay,w!calcareous & ferrous nodules & mica,
CH
47.2
slickensided, Stiff
,Gray
13
24 - 26
1.25
Clay, w/ferrous
stains, slickensided, Stiff,
Gray
CH
46.3
S # :
Sample Number, P P : Pocket Penetrometer Reading, USC: Unified SOil Classlfcatlon, M c: MOIsture Content
q u :
Uncogined Compressive Strength, W 0 H : Weight of hammer, WOP: Weight of Pipe
pc7,exccl,origi nabls
Geotest Engineering, Inc.
II
(%)
88
81
75
Pl
(%)
29
30
Mechanical Analysis
Torvane
%
Passing
Shear
qu
Strength
#4
#10
#40
#100 #200
(tsf)
(tsf)
100.0 100.0 98.5
94.3 91.8
1.30
Page
15
of
)9
\
Project: Channel to Victoria project
Victoria, Texas
sulIiI,..
~riY
OF lABORATORY TEST RESULTS
Contract No. DACW64-94-D-0015
Delivery Order No. 0025
Boring No. 95-184
SPT
Dry
Wet
S#
Depth
PP
Blows
Visual
USC
Me
Unit
Unit
(ft)
(tsf)
per
Classification
(%)
Wt
Wt
Foot
(pef)
(pet)
1
0-2
3.75
ClaY,w/roots,Very stiff,Dark gray
CH
33.6
2
2-4
3.50
ClaY,w!roots,Very
stiff, Dark
gray
CH
33.8
.
3
4-6
1.50
Clay,w/ferrous stains,Stiff,Gray
CH
36.3
80.1
109.2
4
6-8
1.50
Clay, w/ferrous stains,slickensided,Stiff, Gray
CH
42.3
5
8 - 10
1.50
Clay, w!ferrous stains,slickensided, Stiff, Gray
CH
32.1
87.1
115.1
6
10- 12
1.25
Clay, w/blocky structure,slickensided, Stiff, Gray
CH
34.5
7
12 - 14
1.00
Clay, w/blocky structure,slickensided,Stiff, Gray
CH
32.4
8
14 - 16
1.00
Clay, w!blocky structure,slickensided,Stiff,Gray
CH
