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GEOTEST ENGINEERING, INC.
JOB NO.
14G536
DATE
3/2/92
PROJECT Channel to Victoria. Victoria, Texas
~ORING
NO.
91-225
SAMPLE NO.
3
DEPTH
4-6 ft
SPECIMEN NO.
1
CLASSIFICATION
Gray,Clay,Very soft,Sandy,w/shell fragments
Tare No.
P3
Height
5.595 in.
Tare plus Wet Specimen
524.87 gm
Average Diameter
2.830 in.
Tare plus Dry Specimen
392.27 gm
Initial Area
6.290 sq in.
Water Weight
132.60 gm
Volume
35.194 cu in.
Tare Weight
42.57 gm
Volume of Solids
cu in.
Wet Specimen
1045.37 gm
Void Ratio
Dry Specimen
757.96 gm
Saturation
%
Water Content
37.92 %
Dry Density
82.0 lb/cu ft
Specific Gravity of Solids
LL = 39
PL = 17
PI =
22
proving Ring No.
10170
proving Ring Constant, K =
.766 lbs/div.
Elapsed
Dial
Cumulative
proving Ring
Axial Axial
Area
Compr.
'7.
Ti~e
Reading
Change
Dial Reading Load
strain Corr.
Stress
m1n.
0.001"
in.
lb
sq in.
tsf
-------
-------
----------
------------
-----
------
------ ------
.0
o.
.000
.0
.0
.000
6.29
.000
.2
10.
.010
5.0
3.8
.002
6.30
.044
.3
20.
.020
6.5
5.0
.004
6.31
.057
.5
30.
.030
8.0
6.1
.005
6.32
.070
.6
40.
.040
9.5
7.3
.007
6.34
.083
.8
50.
.050
11.0
8.4
.009
6.35
.096
1.0
60.
.060
12.5
9.6
.011
6.36
.108
1.3
80.
.080
14.5
11.1
.014
6.38
.125
1.6
100.
.100
14.5
11.1
.018
6.40
.125
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Failure Sketches
0.16
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0
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0.04
o
Controlled stress
0.00
C8.J
Controlled strain
0.0
0.5
1.0
Axial Strain.
SJ
Test No.
1
Type of Specimen
Undisturbed
Water content
w.
37.9
,.
~
Void ratio
eo
.E
SatunJtion
50
,.
Dry density. Ib/cu II
r.
82.0
Time to failure. min
~
1.32
Unconfined eomn.ressive
strength. T/sq
q,
.13
Undrained shear strength, T/sq
ft
S,
.06
Sensitivity rotio
S.
Initial specimen diameter, in.
0,
2.830
Initial specimen height. in.
H.
5.595
ClassifICation
Gray,Cloy,Very soft,Sandy,w/shell fragments
Ll
39
I PL
17
I PI
22
Remarks
Project
Channel to Victoria
Area
Victoria. Texes
Boring No.
91-225
Depth
EI
4-6
It
,.
..
I
G.
EM 1110-2-1906
Appendix XI
30 Nov 70
1.5
2.0
..
,.
..
,.
Sample No.
3
Date
3/2/92
UNCONFINED COMPRESSION TEST REPORT
ENG FORM 3659
1 JUN 65
Geotest Engineering. Inc.
PLATE XI-2
PLATE
)
Project
Channel to Victoria. Victoria, Texas
SUMMARY OF LABORATORY TEST RESULTS
Contract No. DACW64.92.D.000I
Deliver.\: order No. 0006
Boring No.
SPT
Dry
Wet
Depth
PP
Blows
Visual
USC Me
Unit
Unit
LL
S#
( It)
(tsf)
per
