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35
u. S. ARMY CORPS OF ENGINEERS
BORING NO.
-I..!._--'__
DATE: BEGIN
12.~
1 • ., I
PAGE
1 /
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JOB NO.
COMPLETE
I~ ~
J- "
Thin Walled Tube
PROJECT
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LOCATION _________
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ELEVATION OF HOLE ____________-,-________
MANUFACTURER'S
DESIGNATION
OF
DRILL
RIG
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GROUNDWATER: DEPTH
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STRUCTURAL FE\TURES
AND
COMMENTS
i :
~
fe.olc.
/.J.J~
I
w/('~.
Nod
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tP".,4{M
(;1
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JOB NO.
14G536
DATE
2/27/92
PROJECT
Channel to victoria. Victoria, Texas
.~"
~ORING
NO.
91-221
SAMPLE NO.
3
DEPTH
4-6 ft
SPECIMEN NO.
1
CLASSIFICATION
Gray,Clay,Soft,w/sand seams
Tare No.
P-21S
Height
Tare plus Wet Specimen
46S.94 gm
Average Diameter
Tare plus Dry Specimen
360.13 gm
Initial Area
Water Weight
10S.Sl gm
Volume
Tare Weight
42.44 gm
Volume of Solids
Wet specimen
1065.06 gm
Void Ratio
Dry Specimen
793.34 gm
Saturation
Water content
34.25 %
Dry Density
Specific Gravity of Solids
LL =
55
PL =
21
PI =
34
Proving Ring No. 10170
proving Ring Constant, K =
Elapsed
Dial
Cumulative
proving Ring
Axial
Axial
.
~.-.
Time
Reading
Change
Dial Reading Load
strain
min.
0.001"
in.
lb
-------
-------
---------- ------------
-----
------
.0
o.
.000
.0
.0
.000
.2
10.
.010
15.0
11.5
.002
.3
20.
.020
24.0
lS.4
.004
.6
30.
.030
2S.0
21.4
.005
.7
40.
.040
30.0
23.0
.007
.9
50.
.050
32 .0
24.5
.009
1.0
60.
.060
33.0
25.3
.011
1.4
SO.
.OSO
35.0
26.8
.014
1.7
100.
.100
36.0
27.6
.018
2.0
120.
.120
37.0
2S.3
.021
2.3
140.
.140
37.0
2S.3
.025
5.595 in.
2.S30 in.
6.290 sq in.
35.194 cu in.
cu in.
%
S5.9 lb/cu ft
.766 lbs/div.
Area
Compr •
Corr.
Stress
sq in. tsf
------ ------
6.29
.000
6.30
.131
6.31
.210
6.32
.244
6.34
.261
6.35
.278
6.36
.286
6.38
.302
6.40
.310
6.43
.317
6.45
.316
~-
,.,.
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gl
..,.
o
Z
.0
...,
o
-------------
Failure Sketches
0.4
[1
0.3
<:!
.,.
~
;:,.
,;
0
iii
~
0.2
.~
0
0
~
0.
E
u
0
0.1
D
Controlled stress
0.0
C8J
Controlled strain
0
Test No.
Type of Specimen
Water content
;g
void ratio
:£
Saturation
Dry density. Ib/cu ft
Time to failure. min
Unconfined comJtressive
strength. T/sq
Undrained shear strength, T/sq
ft
Sensitivity rotio
Initial specimen diameter, in.
Initiol specimen height, in.
Classification
Groy.Cloy.Soft,w/sond seams
Ll
55
I PL
21
Remarks
1
2
AxiQI Strain,
~
1
Undisturbed
w,
34.3
'"
eo
So
'"
r.
85.9
~
1.97
q,
.32
S.
.16
S-
Do
2.830
H,
5.595
lpi
34
Project
Channel to Victoria
Are.
Victoria, Texas
Boring No.
91-221
Depth
EI
4-6
It
'"
'"
10.
EM 1110-2-1906
Appendix XI
30 Nov 70
3
4
'"
,.
'"
'"
Sample No.
3
Dote
2/27/92
UNCONfiNED COMPRESSION TEST REPORT
PLATE XI-2
ENG FORM 3659
1 JUN 65
Ceotest Engineering. Inc.
PLATE
JOB NO.
14G536
DATE
2/27/92
~~ROJECT
Channel to Victoria. victoria, Texas
~ORING
NO.
91-221
SAMPLE NO.
6
DEPTH
10-12 ft
SPECIMEN NO.
1
CLASSIFICATION
Gray,Clay,Very soft,Sandy,w/calcareous nodules & shell fragments
Tare No.
P-418
Height
5.595 in.
Tare plus Wet Specimen
418.48 gm
Average Diameter
2.830 in.
Tare plus Dry specimen
324.27 gm
Initial Area
6.290 sq in.
Water Weight
94.21 gm
Volume
35.194 cu in.
Tare Weight
42.63 gm
Volume of Solids
cu in.
Wet specimen
1085.60 gm
Void Ratio
Dry Specimen
813.48 gm
saturation
%
Water content
33.45 %
Dry Density
88.1 lb/cu ft
Specific Gravity of Solids
LL =
40
PL = 18
PI =
22
proving Ring No. 10170
proving Ring Constant, K =
.766 Ibs/div.
Elapsed
Dial
Cumulative
proving Ring Axial
Axial
Area
Compr.
-, Time
Reading
Change
Dial Reading Load
Strain
Corr.
Stress
min.
0.001"
in.
Ib
sq in.
tsf
Back to top
-------
-------
----------
------------
-----
------
------
------
.0
o.
.000
.0
.0
.000
6.29
.000
.2
10.
.010
3.0
2.3
.002
6.30
.026
.3
20.
.020
5.0
3.8
.004
6.31
.044
.5
30.
.030
7.0
5.4
.005
6.32
.061
.7
40.
.040
9.0
6.9
.007
6.34
.078
.8
50.
.050
11.0
8.4
.009
6.35
.096
1.0
60.
.060
13.0
10.0
.011
6.36
.113
1.3
80.
.080
16.5
12.6
.014
6.38
.143
1.7
100.
.100
19.0
14.6
.018
6.40
.164
2.0
120.
.120
20.0
15.3
.021
6.43
.172
2.3
140.
.140
20.0
15.3
.025
6.45
.171
r
/""-,
.---
...,
(01
~
"
Z
...,
.C>
o
Failure Sketches
0.20
IT
I
I
I
'
__ J
0.15
~
<T
~
~
,;
0
~
~
0.10
.>
0
~
0
Q.
~
E
0
<:>
0.05
D Controlled stress
0.00
C8J Controlled strain
0
Test No.
Type of Specimen
Waler content
"
Void ratio
~
Saturation
Dry density, Ib/cu fI
Time to failure, min
Unconfined
com~ressi"e
strength, T/sq
Undrained shear strength, T/sq
ft
Sensitivity ratio
Initial specimen diameter. in.
Initiol specimen height. in.
1
w,
eo
So
1.
~
q,
S,
S.
Do
H,
2
Axial Strain.
~
1
Undisturbed
33.5
,.
,.
88.1
1.97
.17
.09
2.830
5.595
,.
'"
EM 1110-2-1906
Appendix XI
30 Nov 70
3
4
'"
'"
'"
,.
Classification
Gray.Cloy,Very soft,Sandy,w/calcareous nodules & shell fragments
LL
40
Remarks
ENG FORM 3659
1 JUN 65
I PL
18
I PI
22
I
G.
Project
Channel to Victoria
Area
Victoria, Texas
Boring No,
91-221
Sample No.
6
Depth
10-12
It
Dote
2/27/92
EI
UNCONFINED COMPRESSION TEST REPORT
PLATE XI-2
Ceotest Engineering, Inc.
PLATE
!
)
Project
Channel to Victoria . Victoria_, Texas
SUMMARY OF LABORATORY TEST RESULTS
Contract No. DACW64-92-D-OOOI
Deliver.\: order No. 0006
Boring No.
SPT
Dry
Wet
Depth
PP
Blows
Visual
USC
Mc
Unit
Unit
LL
S#
