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35
U.S. ARMY CORPS OF
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BORING NO.
DATE:
BEGIN
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STRUCTURAL FEATURES
AND COMMENTS
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GEOTEST ENGINEERING. INC.
-------------------------------------~----
-----.----------
JOB NO.
14G536
DATE
3/2/92
PROJECT Channel to Victoria. Victoria, Texas
~ORING
NO.
91-228
SAMPLE NO.
3
DEPTH
4-6 ft
SPECIMEN NO.
1
CLASSIFICATION
Gray,Clay,Soft,w/silt pkts shell fragments & organic material
Tare No.
P-228
Height
5.595 in.
Tare plus wet Specimen
320.99 gm
Average Diameter
2.830 in.
Tare plus Dry Specimen
174.51 gm
Initial Area
6.290 sq in.
water Weight
146.48 gm
Volume
35.194 cu in.
Tare Weight
42.40 gm
Volume of Solids
cu in.
Wet Specimen
825.78 gm
Void Ratio
Dry Specimen
391.59 gm
Saturation
%
Water Content
110.88
%
Dry Density
42.4 lb/cu ft
specific Gravity of Solids
LL = 179
PL =
66
PI = 113
Proving Ring No. 10170
Proving Ring Constant, K
=
.766 lbs/div.
Elapsed
Dial
Cumulative Proving Ring Axial Axial
Area
Compr.
-,Time
Reading
Change
Dial Reading Load
strain Corr.
Stress
min.
0.001"
in.
lb
sq in.
tsf
------- -------
----------
------------
-----
------
------
------
.0
o.
.000
.0
.0
.000
6.29
.000
.2
10.
.010
7.0
5.4
.002
6.30
.061
. 3
20.
.020
10.0
7.7
.004
6.31
.087
.5
30.
.030
12.0
9.2
.005
6.32
.105
.7
40.
.040
14.0
10.7
.007
6.34
.122
.9
50.
.050
15.0
11.5
.009
6.35
.130
1.0
60.
.060
16.0
12.3
.011
6.36
.139
1.3
80.
.080
18.0
13.8
.014
6.38
.156
1.6
100.
.100
20.0
15.3
.018
6.40
.172
2.0
120.
.120
22.0
16.9
.021
6.43
.189
2.3
140.
.140
23.0
17.6
.025
6.45
.197
2.6
160.
.160
24.0
18.4
.029
6.48
.204
3.0
180.
.180
25.0
19.1
.032
6.50
.212
3.2
200.
.200
26.0
19.9
.036
6.52
.220
4.1
250.
.250
28.5
21.8
.045
6.58
.239
4.8
300.
.300
30.0
23.0
.054
6.65
.249
5.7
350.
.350
31. 0
23.7
.063
6.71
.255
6.0
370.
.370
30.0
23.0
.066
6.74
.246
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o
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Failure Sketches
0.4
1ill:!
0.3
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<T
m
.;
~
~
e;
0.2
~
'in
~
a.
~
E
u
0
0.1
D
Controlled stress
0.0
~
Controlled strain
0
Test No.
Type of Specimen
Waler content
;g
Void ratio
:£
Saturation
Dry density. Ib/cu It
Time to failure. min
Unconfined
com~ressive
strength. T/sq
Undrained shear strength. T/sq
ft
Sensitivity r<ltlo
Initial specimen diameter. in.
Initial specimen height, in.
2
4
Axial Strain,
SS
1
Undisturbed
w,
110.9
,.
eo
So
,.
Y.
42.4
~
5.67
q,
.25
S,
.13
S.
0,
2.830
H,
5.595
,.
,.
EM
1110-2-1906
Appendix XI
30 Nov 70
6
a
,
,.
,.
,.
..
Classification
Gray,Cloy.Soft,w/sllt pkts shell fragments & organic material
LL
Remarks
ENG FORM
1 JUN 65
179
I PL
3659
66
I PI
113
I
G.
Project
Channel to Victoria
:
Area
Victoria, Texas
Boring No.
91-228
Sample: No.
3
Depth
EI
4-6
ft
Dote
3/2/92
UNCONFINED COMPRESSION TEST REPORT
PLATE XI-2
Ceotest Engineering. Inc.
PLATE
--'--~~---'--'-------
JOB NO.
14G536
DATE
3/2/92
PROJECT Channel to Victoria. victoria, Texas
~0RING
NO.
91-228
SAMPLE NO.
6
DEPTH
10-12 ft
SPECIMEN NO.
1
CLASSIFICATION
Gray,Clay,Very soft,Sandy,w/shell fragments
Tare No.
3
Height
5.595 in.
Tare plus wet Specimen
450.70 gm
Average Diameter
2.830 in.
Tare plus Dry Specimen
349.79 gm
Initial Area
6.290 sq in.
Water Weight
100.91 gm
Volume
35.194 cu in.
Tare Weight
53.95 gm
Volume of Solids
cu in.
Wet Specimen
1080.95 gm
Void Ratio
Dry specimen
806.02 gm
Saturation
%
Water content
34.11
%
Dry Density
87.2 lb/cu ft
Specific Gravity of Solids
LL =
46
PL = 17
PI = 29
Proving Ring No. 10170
Proving Ring Constant, K =
.766 lbs/div.
Elapsed
Dial
Cumulative Proving Ring Axial Axial
Area
compr.
~_,
Time
Reading
Change
Dial Reading Load
strain Corr.
Stress
min.
0.001"
in.
lb
sq in.
tsf
Back to top
-------
-------
---------- ------------
----- ------
------
------
.0
o.
.000
.0
.0
.000
6.29
.000
.2
10.
.010
5.0
3.8
.002
6.30
.044
.3
20.
.020
7.0
5.4
.004
6.31
.061
.5
30.
.030
9.0
6.9
.005
6.32
.078
.6
40.
.040
10.0
7.7
.007
6.34
.087
.8
50.
.050
11.0
8.4
.009
6.35
.096
1.0
60.
.060
12.0
9.2
.011
6.36
.104
1.3
80.
.080
13.5
10.3
.014
6.38
.117
1.6
100.
.100
14.0
10.7
.018
6.40
.121
2.0
120.
.120
14.0
10.7
.021
6.43
.120
~-,
·~
r-
'"
'"
....
~
Z
o
..,
.C>
o
Failure Sketches
0.16
n
I
\
\
_
J
0.12
i
""
;::,
~
,;
0
.:=.
~
0.08
If>
.~
0
~
0-
E
0
()
0.04
o
Controlled stress
0.00
~
Controlled strain
0
1
2
Axial Strain,
!j!:
Test No.
1
Type of Specimen
Undisturbed
Water conlent
Wo
34.1
'"
"0
Void ratio
eo
:s
:;:;
Saturation
So
,.
Dry density, fb/cu ft
1'.
87.2
Time to failure. min
~
1.62
Unconfined
com~ressive
strength, T/sq
q,
.12
Undrained shear strength, T/sq ft
5,
.06
Sensitivity ratio
S.
Initial specimen diameter, in.
0,
2.830
Initial specimen height, in.
H.
5.595
Classification
Groy.Clay.Very soft,Sondy,w/sheJl fragments
LL
46
I PL
17
I Pf
29
Remarks
Project
Channel to Victoria
.
Area
Victoria, Texas
Boring No.
91-228
Depth
EJ
10-12 ft
'"
,.
I
G.
EM
1110-2-1906
Appendix XI
30 Nov 70
3
4
I
i
,.
'"
'"
'"
Sample No.
6
Date
3/2/92
UNCONFINED COMPRESSION TEST REPORT
ENG FORM
3659
1 JUN 65
Ceo test Engineering. Inc.
PLATE XI-2
PLATE
)
