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SECONDARY
STRUCTURAL FEATURES
COLOR
TYPE
TENCY
AND COMMENTS
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JOB NO.
14G536
DATE
3/3/92
PROJECT Channel to Victoria. victoria, Texas
_JRING NO.
91-234
SAMPLE NO.
3
DEPTH
4-6 ft
SPECIMEN NO.
1
CLASSIFICATION
Dark gray,Clay,Very soft,w/organic material
Tare No.
P-2
Height
5.595 in.
Tare plus Wet Specimen
412.35 gm
Average Diameter
2.B30 in.
Tare plus Dry Specimen
212.59 gm
Initial Area
6.290 sq in.
Water Weight
199.76 gm
Volume
35.194 cu in.
Tare Weight
42.93 gm
Volume of Solids
eu in.
Wet specimen
B13.6B gm
Void Ratio
Dry specimen
373.69 gm
Saturation
%
Water content
117.74 %
Dry Density
40.5 lb/cu ft
Specific Gravity of Solids
LL
=
120
PL
=
49
PI
= 71
Proving Ring No.
10170
Proving Ring constant, K =
.766 lbs/div.
Elapsed
Dial
Cumulative Proving Ring Axial Axial
Area
Compr.
/_Ti~e
Reading
Change
Dial Reading Load
strain Corr.
Stress
ml.n.
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
9.0
6.9
.004
6.31
.079
.5
30.
.030
11.0
B.4
.005
6.32
.096
.6
40.
.040
13.0
10.0
.007
6.34
.113
.B
50.
.050
15.0
11.5
.009
6.35
.130
1.0
60.
.060
16.0
12.3
.011
6.36
.139
1.3
BO.
.OBO
17.0
13.0
.014
6.3B
.147
1.6
100.
.100
1B.0
13 .B
.01B
6.40
.155
1.9
120.
.120
1B.0
13 .B
.021
6.43
.154
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/_
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CD
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"
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Z
o
..,
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o
Failure Sketches
0.16
IT
\ I I
- .I
0.12
~
'"
,;
~
"
0.08
'm
~
..
-
"
Q.
E
<.>
0
0.04
D
Controlled stress
0.00
c:g] Controlled strain
0
1
2
Axiol Strain. 51
Test No.
1
Type of Specimen
Undisturbed
Waler (:ontent
w.
117.7
,.
'0
Void ratio
eo
:5
"'
Saturation
So
,.
Dry density, Ib/cu It
1'.
40.5
Time to failure, min
~
1.57
Unconfined comitressive
strength, T/sq
q"
.16
Undrained shear strength, T/sq
ft
S,
.08
Sensitivity ratio
s..
Initial specimen diameter. in.
Do
2.830
Initial specimen height. in.
H.
5.595
Classification
Oark groy.Cloy,Very sott.w/organic material
LL
120
I PL
49
I PI
71
Remarks
Project
Channel to Victoria
Are.
VICtoria, T
ex~s
Boring No.
91-234
Depth
4-6
ft
EI
,.
,.
J
C.
EM 1110-2-1906
Appendix XI
30 Nov 70
3
4
,.
,.
,.
,.
Sample No.
3
Dot.
3/3/92
UNCONFINED COMPRESSION TEST REPORT
--_.-
-,
ENG FORM 3659
1 JUN 65
Geotest Engineering. Inc.
-.-'-'.--'------
..---------.'-..---'-..---------..
~--:-----
PLATE XI-2
PLATE
JOB NO.
14G536
DATE
3/3/92
PROJECT Channel to Victoria. victoria, Texas
_JRING NO.
91-234
SAMPLE NO.
7
DEPTH
16-18 ft
SPECIMEN NO.
1
CLASSIFICATION
Yellowish brown,Clay,stiff,w/sand pockets
Tare No.
P-10
Height
5.595 in.
Tare plus Wet Specimen
540.09 gm
Average Diameter
2.830 in.
Tare plus Dry Specimen
418.15 gm
Initial Area
6.290 sq in.
Water Weight
121. 94 gm
Volume
35.194 cu in.
Tare Weight
42.63 gm
Volume of Solids
cu in.
Wet Specimen
1098.45 gm
Void Ratio
Dry Specimen
829.19 gm
Saturation
%
Water content
32.47 %
Dry Density
89.8 lb/cu ft
Specific Gravity of Solids
LL = 78
PL =
26
PI =
52
Proving Ring No.
10170
Proving Ring Constant, K = .766 lbs/div.
Elapsed
Dial
Cumulative
Proving Ring
Axial
Axial
Area
Compr.
c~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
. 3
10 .
.010
47.0
36.0
.002
6.30
.411
. 5
20 .
.020
99.0
75.8
.004
6.31
.865
.7
30.
.030
140.0
107.2
.005
6.32
1.221
.9
40.
.040
164.0
125.6
.007
6.34
1.428
1.1
50.
.050
178.0
136.3
.009
6.35
1.547
1.3
60.
.060
187.0
143.2
.011
6.36
1.622
1.6
80.
.080
198.0
151.7
.014
6.38
1.711
1.9
100.
.100
206.0
157.8
.018
6.40
1.774
2.3
120.
.120
211.0
161.6
.021
6.43
1.810
2.6
140.
.140
215.0
164.7
.025
6.45
1.838
2.9
160.
.160
216.0
165.5
.029
6.48
1.840
3.2
180.
.180
216.0
165.5
.032
6.50
1.833
·~--
<0
...
~
'"
,;
Z
.0
...,
o
Failure Sketches
2.0
~
1.5
.::
<T
M
;::-
,;
0
~
ill
1.0
.~
0
~
0.
u
0
E
0.5
D
Controlled stress
0.0
IZl Controlled strain
0
1
2
Ax:kll Strain.
~
TEst No.
1
Type of Specimen
Undisturbed
Waler
conlent
Wo
32.5
'"
"0
Void ratio
eo
~
Saluration
So
'"
Dry density. Ib/eu ft
"/.
89.8
Time to failure. min
~
2.90
Unconfined
c.om~ressive
strength. T/sq
q,
1.84
Undrained shear strength. T/sq ft
S,
.92
Sensitivily ratio
S,
Initial specimen diameter, in.
Do
2.830
Initial specimen heighl. in.
He
5.595
Classification
Yellowish brown.Clay.Stiff.w/sand pockets
U.
78
I PL
26
I PI
52
Remarks
Projecl
Channel to Victorio
Area
Victoria, Texas
Boring No.
91-234
Depth
EI
16-18
f\
'"
,.
I
G.
EM
1110-2-1906
Appendix XI
30 Nov 70
3
4
,.
"'!
•
,.
,.
,
!
,
I
Sample No.
7
Date
3/3/92
UNCONFINED COMPRESSION TEST REPORT
--- -- ---- ----
ENG FORM 3659
1 JUN 65
Geotest Engineering, Inc.
----,-,----,---~-.~~~------
------c'~-
PLATE XI-2
PLATE
I
1
I
'1
I
I
I
I
. I
