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ARMY CORPS OF ENGINEERS
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BORING NO. "15-135
DATE: BEGIN Q, -3-'j'
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PAGE
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JOB NO. :24(; 1'l'\-"
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SECONDARY
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35
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. 95-135
SPT
Dry
Wet
S#
Depth
P P
Blows
Visual
USC
Me
Unit
Unit
L L
PL
(ft)
(tsf)
per
Classification
(%1
Wt
Wt
(%)
(%)
Foot
(pef)
(pef)
1
0-2
1.25
Clay,w/roots,Stiff,Dark gray
CH
21 .1
2
2.4
1.75
Clay,Stiff,Dark gray
CH
17.5
111. 7
131.2
57.0
21.0
3
4.6
4.5+
ClaY,w!calcareous nodules & ferrous stains,
CH
17.7
Hard, Yellowish gray
4
6.8
4.5+
Clay,w/calcareous nodules & ferrous stains &
CH
14.4
sand seams/Hard/Yellowish gray
5
8.10
4.00
ClaY,w/calcareous nodules
&
ferrous stains,
CH
18.2
110.1
130.1
53.0
23.0
slickensided, Very stiff/Yellowish brown
6
10- 12
2.75
Clay,w/calcareous nodules
&
ferrous stains,
CH
22.6
slickensided/Very stiff, Yellowish brown
7
12. 14
2.00
Clay,w/silt layer, slickensided,Very stiff,
CH
20.4
54.0
23.0
Yellowish brown
8
14. 16
2.75
Silty Clay,w/ferrous stains & sand seams,
CL
18.7
Very stiff,Yeliowish brown
9
16. 18
4.00
Silty Clay,w/ferrous stains & sand seams,
CL
18.9
Very stiff, Yellowish brown
10
18.20
4.5+
Silty ClaY,w/calcareous nodules & ferrous
CL
14.8
38.0
18.0
stains & sand seams,Hard,Yeliowish brown
11
20.22
4.5+
Silty Clay,w/calcareous nodules & ferrous
CL
15.1
stains,Hard,Yeliowish brown
12
22.24
4.5+
Silty Cray,w/silt layer,Hard,Yellowish brown
CL
16.0
13
24.26
4.5+
Silty Cray,w/calcareous nodules & silt layer,
CL
16.8
Hard,Yellowish brown
5
# :
Sample Number, P P : Pocket Penetrometer Reading, USC: Unified 5011 Classifcation, Me: Moisture Content
q u : Unconfined Compressive Strength, W 0 H : Weight of hammer, WOP: Weight of Pipe
pc7,excel,originaLx]s
Geotest Engineering, Inc.
,. ----!
Mechanical Analysis
Torvane
%
Passing
Shear
q u
Strength
#4
#10
#40
#100 #200
(tsf)
(tsf)
100.0 99.2
96.3
91.0 90.2
1 .15
Page
16
of
45
!
I
I
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JOB NO.
94G799-18
DATE
6/27/95
PROJECT Channel to Victoria
,"'rEA Seadrift, Texas
,
BORING NO.
95-135
SAMPLE NO.
2
DEPTH
2-4 ft
SPECIMEN NO.
1
CLASSIFICATION
Clay,Stiff,Dark gray
Tare No.
Tare plus Wet Specimen
Tare plus Dry Specimen
Water Weight
Tare Weight
Wet Specimen
Dry Specimen
Water Content
56F
Height
116.36 gm
Average Diameter
103.38 gm
Initial Area
12.98 gm
Volume
29.01 gm
Volume of Solids
1212.41 gm
Void Ratio
1032.25 gm
Saturation
17.45 %
Dry Density
Specific Gravity of Solids
LL =
57
"lapsed
iTime
min.
-------
\
!
.0
.2
.4
.6
.8
.9
1.1
1.5
1.8
2.1
2.5
2.8
3.1
PL
21
Dial
Cumulative
Reading
Change
0.001"
in.
-------
----------
o.
.000
10.
.010
20.
.020
30.
.030
40.
.040
50.
.050
60.
.060
80.
.080
100.
.100
120.
.120
140.
.140
160.
.160
180.
.180
PI =
36
Proving Ring No. 10170
Proving Ring Constant,
K
Proving Ring Axial Axial
Dial Reading Load
Strain
lb
------------
- - - --
------
.0
.0
.000
8.0
6.1
.002
20.0
15.3
.004
36.0
27.6
.005
56.0
42.9
.007
74.0
56.7
.009
90.0
68.9
.011
111.0
85.0
.014
125.0
95.8
.018
132.0
101.1
.021
134.0
102.6
.025
134.5
103.0
.029
133.0
101. 9
.032
5.595 in.
2.830 in.
6.290 sq in.
35.194 cu in.
cu in.
..
0
111.7 lb/cu ft
.766 lbs/div.
Area
Compr.
Corr.
Stress
sq in.
tsf
------
------
6.29
.000
6.30
.070
6.31
.175
6.32
.314
6.34
.487
6.35
.643
6.36
.781
6.38
.959
6.40
1.076
6.43
1.133
6.45
1.146
6.48
1.146
6.50
1.129
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