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JOB NO.
14G536
DATE
2/27/92
PROJECT Channel to Victoria. victoria, Texas
oORING NO.
91-222
SAMPLE NO.
2
DEPTH
2-4 ft
SPECIMEN NO.
1
CLASSIFICATION
Gray,Clay,Very soft,Sandy,w/shell fragments
Tare No.
P-228
Height
5.595 in.
Tare plus Wet Specimen
553.27 gm
Average Diameter
2.830 in.
Tare plus Dry Specimen
433.27 gm
Initial Area
6.290 sq in.
Water Weight
120.00 gm
Volume
35.194 cu in.
Tare Weight
42.51 gm
Volume of Solids
cu in.
Wet specimen
1090.96 gm
Void Ratio
Dry specimen
834.65 gm
Saturation
%
Water content
30.71 %
Dry Density
90.3 lb/cu ft
Specific Gravity of Solids
LL =
35
PL =
17
PI = 18
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
-------
-------
---------- ------------
-----
------
------
------
.0
o.
.000
.0
.0
.000
6.29
.000
.2
10.
.010
13.0
10.0
.002
6.30
.114
.3
20.
.020
16.0
12.3
.004
6.31
.140
.5
30.
.030
18.0
13 .8
.005
6.32
.157
.7
40.
.040
19.0
14.6
.007
6.34
.165
.8
50.
.050
20.0
15.3
.009
6.35
.174
1.0
60.
.060
21.0
16.1
.011
6.36
.182
1.3
80.
.080
23.0
17.6
.014
6.38
.199
1.6
100.
.100
24.0
18.4
.018
6.40
.207
2.0
120.
.120
25.0
19.1
.021
6.43
.214
2.3
140.
.140
26.0
19.9
.025
6.45
.222
2.6
160.
.160
26.0
19.9
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6.48
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0.12
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0
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0
E
0
0.06
D Controlled stress
0.00
IdS!
Controlled strain
0
1
2
Axial Strain,
~
Test No.
1
Type of Specimen
Undisturbed
Water content
Wo
30.7
"
~
Void ratio
eo
:E
Sotur<ltion
So
'"
Dry density. Ib/cu It
r.
90.3
Time to failure, min
~
2.27
Unconfined comRressive
strength. l/sq
q,
.22
Undrained shear strength, T/sq ft
S,
.11
Sensitivity rotio
S.
Initial specimen diameter, fn.
0.
2.830
Initial specimen height. in.
Ho
5.595
Classification
Gray,Cloy,Very soft,Sondy,w/shell fragments
LL
35
I PL
17
I PI
18
Remarks
Projecl
Channel to Victoria
Area
Victoria, Texas
Boring No.
91-222
Depth
EI
2-4 ft
'"
'"
I
G.
.
EM
1110-2-1906
Appendix XI
30 Nov 70
3
4
'"
,.
'"
,.,
,
I
Sample No.
2
Date
2/27/92
UNCONFINED COMPRESSION lEST REPORT
ENG FORM
1 JUN 65
3659
Geotest Engineering. Inc.
PLATE XI-2
PLATE
JOB NO.
14G536
DATE 2/27/92
PROJECT Channel to Victoria. victoria, Texas
~
JORING NO.
91-222
SAMPLE NO.
4
DEPTH
6-8 ft
SPECIMEN NO.
1
CLASSIFICATION
Gray,Clay,Very Soft,Sandy,w/shell fragments
Tare No.
3
Height
5.595 in.
Tare plus wet Specimen
482.80 gm
Average Diameter
2.830 in.
Tare plus Dry Specimen
359.70 gm
Initial Area
6.290 sq in.
Water Weight
123.10 gm
Volume
35.194 cu in.
Tare Weight
53.93 gm
Volume of Solids
ell in.
Wet Specimen
1036.50 gm
Void Ratio
Dry specimen
738.99 gm
Saturation
%
Water content
40.26 %
Dry Density
80.0 lb/cu ft
Specific Gravity of Solids
LL = 37
PL = 17
PI =
20
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
mJ.n.
0.001"
in.
lb
sq in.
tsf
Back to top
-------
-------
---------- ------------
----- ------ ------
------
.0
o.
.000
.0
.0
.000
6.29
.000
.2
10.
.010
2.0
1.5
.002
6.30
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.3
20.
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4.0
3.1
.004
6.31
.035
.5
30 •
.030
6.0
4.6
.005
6.32
.052
• 7
40.
.040
8.0
6.1
.007
6.34
.070
.9
50.
.050
9.0
6.9
.009
6.35
.078
1.0
60.
.060
10.0
7.7
.011
6.36
.087
1.4
80.
.080
11.5
8.8
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6.38
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1.6
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11.5
8.8
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6.40
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0.03
D
Controlled stress
0.00
~
Controlled strain
0.0
0.5
1.0
Axial Strain, •
Test No.
1
Type of Specimen
Undisturbed
Water content
w,
40.3 ..
"0
Void rotio
eo
~
Saturation
So
..
DIY density. Ib/cu It
-r.
80.0
Time to failure, min
~
1.35
Unconfined
com~ressive
strength. T/sq
q,
.10
Undrained shear strength, T/sq ft
S,
.05
Sensitivity r<Jtio
S.
Initiol specimen diameter, in.
Do
2.830
Initiol specimen height. in.
H,
5.595
Classification
Gray,Clay.Very Soft,Sandy,w/shell fragments
LL
37
I PL
17
I PI
20
Remarks
Project
Channel to Victoria
Area
Victoria, Texas
BOring No.
91-222
Depth
6-8
It
EI
..
..
IG.
EM 1110-2-1906
Appendix XI
30 Nov 70
1.5
2.0
....
....
,
Sample No.
4
Date
2/27/92
UNCONFINED COMPRESSION TEST REPORT
