C
(
Project
Channel enlargement channel to Victoria, Victoria, Texas
SUMMARY
OF LABORATORY TEST RESULTS
,
.
Boring No.
Contract No. DACW64.9t .D.OOOt
D
e
r
Iverv
o
rder N0.0009
SPT
Dry
Wet
Depth
PP
Blows
Visual
USC Mc
Unit
Unit
LL
S#
( tt)
(tsf)
per
Classification
(%)
Wt
Wt
(%)
Foot
(pet)
(pcf)
1
0.2
2.50
Dark gray, Clay, Very stitl
CH
35.0
2
2.4
4.25
Dark gray, Clay,
Hard, w!calcareous nodule
&
CH
31.0
Ferrous stains
3
4.6
4.50
Dark gray, Clay,
Hard
CH
23.7
98.7
122.1
4
6.8
4.25
Dark gray,
Clay, Hard
CH
26.6
5
8.10
2.25
Dark
9
r
<1Y.
Clay, Very
stiff
CH
35.2
6
10.t2
2.00
Dark
gray.
Clay.
Very stiff
CH
34.4
7
12.14
1.75
Dark
gray.
Clay,
Stiff
CH
36.3
84.4
115.6
8
14.16
1.25
Dark
gray, Clay, Stiff ,
wfferrous nodules
CH
39.5
9
16.18
1.50
Dark
gray.
Clay, Stiff,
wfcalcareous nodule
CH
37.7
10
18.20
1.00
Dark
gray.
Clay, Stiff
CH
41.5
11
20.22
1.50
Dark gray, Clay, Stiff,
w/calcareous nodule
CH
39.0
80.6
11 2.1
12
22.24
0.75
Gray,
Clay, Medium
..o!11f
CH
35.8
13
24.26
2.00
Gray,
Clay,
Very stiff, w/calcareous nodule and
CH
33.3
Slickensided
14
26.28
1.50
Gray, Clay, Sitff,
w/calcareous nodule and
CH
33.7
Slickensided
15
28.30
2.00
Dark gray, Clay,
Very stiff, w/calcareous nodule
CH
28.7
Slickensided
16
30.32
2.50
Dark gray, Clay, Very stitl,w/calcareous
CH
28.6
93.3
119.9
nodule & sand pockets
17
32.34
1.50
Gray & dark gray, Clay, Stiff,
Sandy
,w/clay
CL
20.5
Ipockets
S # : Sample Number, P P : Pocket Penetrometer Reading, USC: Unified
..
SOil Classification,
..
M c : MOisture Content
q u : Unconfined Compressive
Strength, W 0 H : Weight of hammer, WOP: Weight of pipe
65
72
8'3
62
lJ /L/,Lj' ;Ir/Vb'
Mechanical Analysis
Torvane
PL
% PassiQ,g
Shear
qu
(%)
Strength (tsf)
#4
#to
#40 #100
#200
(ts f)
23
tOO.O
99.9
99.5
98.7
24
30
99.4
98.1
96.1
94.0
23 100.0
99.6
97.5
77.4
.n
/
Project
Channel enlargement channel to Victoria, Victoria, Texas
"
SUMMARY OF LABORATORY TEST RESULTS
Boring No.
C
ontract
N
o.
DACW64
-
91
-
D
-
0001
D
e
r
Iverv
o
rder No.0009
SPT
Dry
Wet
Depth
PP
Blows
Visual
USC
Me
Unit
Unit
LL
S#
( It)
(tsf)
per
Classification
(%)
Wt
Wt
(%)
Foot
(pet)
(pet)
18
34.5.36
16
Light
olive gray,Sand,Medium dense,Silty
SM
19
38.5.40
26
Light olive gray, Sand,Medium dense,Silty
SM
20
43.5.45
33
Gray.Sand,Medium dense,Silty
SM
S # : Sample Number, P P : Pocket Penetrometer Reading, USC: Unified
..
SOil ClassIfication,
..
Me: MOisture Content
q u : Unconfined Compressive Strength, W
0
H : Weight of hammer, WOP: Weight of pipe
........
Mechanical Analysis
PL
% Passing
(%)
#4
#10 #40
#100
..
(
Torvane
Shear
Strength
#200
(tsf)
qu
(tsf)
..
i
I
I
I
I
l
I
I"
I
I
I
!
,
J
I
,
I
i
I
:
•
I
~
I
!
,_~_.
____.___
~
____, _____' __' ____
~,.~_~
__
""'''._~.
__".:....._,_.,__
~,~_~V_'"'
__
>'~.;~_~~::..'"''"~._~'~~""~'.""'~"e~="".~'<~."~~~
.•
_,,,,.,""~.·~~"='=~W''.~'""~~~.",~~,=,~,,_,,>~~~~,,<.,,Y""'~~"m='~~.~~~,~==~
__
·~=,=,
\"-.-
0>;
11);
..-
...
'"
Z
o
.£>
--,
o
\,-",/
'--~'
Failure Sketches
8
~
6
¢!
'T
m
~
.;
m
iii
~
4
.
•
m
~
~
"-
E
0
(j
2
D
o
Controlled stress
0
Controlled strain
0
Test No,
Type of Specimen
Water content
]
Void ratio
E
Sotur(ltion
Dry density. Ib/cu It
Time to failure, min
Unconfined comftressive
strength, T/sq t
Undrained shear strength,
T/sq ft
Sensitivity rotio
Initial specimen diameter, in.
Initial specimen hei9ht, in.
Classification
Dark groy,c!ay,Hard
LL
65
I PL
23
Remarks
1
2
Axial Strain, 55
1
Undisturbed
Wo
23.6
'"
eo
So
"
y,
97.3
to
3.75
q.
4.53
S.
2.27
S,
Do
2.830
Ho
5.595
I PI
42
'"
'"
I
G.
EM 1110-2-1906
Appendix XI
30 Nov 70
33,0
4
'"
"
"
'"
Project
CHANNEL ENlARGEMENT, CHANNEL TO VICTORIA
Areo
Victoria, Texas
Boring No.
91-13
Sample No.
3
Depth
EI
4-6
ft
Date
4/16/91
UNCONFINED COMPRESSION TEST REPORT
PLATE XI-2
ENG FORM
3659
1 JUN 65
Geotest Engineering, Inc.
PLATE
•
•
•
•
•
JQB NO.
14g459
DATE 4/16/91
•
PROJECT
CHANNEL ENLARGEMENT, CHANNEL TO VICTORIA,
TEXAS
BOh-..:NG NO.
91-13
SAMPLE NO.
16
DEPTH
30-32 ft
SPECIMEN NO.
1
CLASSIFICATION
Dark gray,c1ay,very stiff,w/calcareous nodules & sand pockets
Tare No.
P-30
Height
5.595 in.
•
Tare plus Wet Specimen
936.42 gm
Average Diameter
2.830 in.
Tare plus Dry Specimen
737.87 gm
Initial Area
6.290 sq in.
Water Weight
198.55 gm
Volume
35.194 cu in.
Tare Weight
42.71 gm
Volume of Solids
cu in.
Wet Specimen
1107.91 gm
Void Ratio
Dry Specimen
861. 77 gm
Saturation
%
Water Content
28.56 %
Dry Density
93.3 lb/cu ft
Specific Gravity of Solids
LL =
62
PL =
23
PI =
39
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
""'~
"nO
0.001"
in.
lb
sq in.
tsf
-------
-------
---------- ------------
----- ------ ------ ------
.0
o.
.000
.0
.0
.000
6.29
.000
.4
10.
.010
29.0
22.2
.002
6.30
.254
.7
20.
.020
58.0
44.4
.004
6.31
.507
.9
30.
.030
76.0
58.2
.005
6.32
.663
1.1
40.
.040
86.0
65.9
.007
6.34
.749
•
1.2
50.
.050
94.0
72.0
.009
6.35
.817
1.4
60.
.060
99.0
75.8
.011
6.36
.859
1.6
70.
.070
100.0
76.6
.013
6.37
.866
1.7
80.
.080
100.0
76.6
.014
6.38
.864
1.9
90.
.090
96.0
73.5
.016
6.39
.828
•
•
,,--;
(j)'
«)!
-.;t!
O'
"<t,
z
o
-"
--,
o
\'-'-/
..
~_._~.,
__
"~."~~._.,..';'_n_
..
_.~"m_'~'YA'_~';~~"~"~<~_.~'~.~'_'_OX~'",~'~H'~'~~'=_("~~~"W~~"'.==~.~",_'_'=~O"",~~·==.=="~="
•.
,,'=,_,~~,'''~~_~,,~'''=''_==..,.,,='''~,,~.
Failure Sketches
1.2
0
0.9
'"
<:r
~
~
,;
~
~
0.6
VI
v
.~
>
~
~
"-
E
0
'-'
0.3
D
Controlled stress
0.0
C8:1 Controlled strain
0.0
Test No.
Type of Specimen
Waler conlent
"
Void ratio
~
Saturation
Dry density. Ib/cu ft
Time to failure, min
Unconfined
comftreSSive
strength, T/sq t
Undrained shear strength, T/sq ft
Sensilivity ratio
Initial specimen diameter. in.
Initial specimen heighl, in.
0.5
1.0
Axiol Strain, SIS
1
Undisturbed
w,
28.6
,.
<0
S,
,.
Yd
93.3
to
1.57
q.
.87
S.
.43
S,
0,
2.830
H,
5.595
,.
,.
EM 1110-2-1906
Appendix XI
30 Nov 70
1.5
2.0
'~
,;)
~
,.
,.
,.
,.
Classification
Dark groy,clay,very stiff,w/calcoreous nodules
& sand pockets
!
LL
62
Remarks
ENG FORM 3659
1 JUN 65
I PL
23
I PI
39
I
G.
I
Projecl
CflANNEL ENLARGEMENT. CHANNEL TO V1CTORIA
Area
Victoria, Texos
Boring No.
91-13
Sample No.
16
Depth
EI
30-32
ft
Dole
4/16/91
UNCONFINED COMPRESSION TEST REPORT
PLATE XI-2
Geotest Engineering. Inc.
-,---------------'
PLATE
•
•
•
•
•
_._.._____
.~"
__
~._.
__M._.....,..'__
"~m"_~y~.,._~~~~~_r_ "."~~.~<_.:~""'":~""<'~'.hO""~"_""O,~:,;«~_,_~,;,,.<_,,~~._~'X''"y~._=,:.,_.=~~~''''''=,*'"'''~~~==~~'W,=~"
.•
='''''=~~,'',''<>,,~''''''
,
.
Jail
NO.
14g459
DATE 4/16/91
PROJECT
CHANNEL ENLARGEMENT,
CHANNEL TO VICTORIA, TEXAS
BO~~&G
NO.
91-13
SAMPLE
NO.
3
DEPTH
4-6 ft
•
SPECIMEN
NO.
1
CLASSIFICATION
Dark gray, clay, hard
Tare
No.
GE-10
Height
5.595 in.
Tare plus Wet Specimen
823.39 gm
Average Diameter
2.830 in.
Tare plus Dry Specimen
674.11 gm
Initial Area
6.290 sq in.
Water Weight
149.28 gm
Volume
35.194 cu in.
•
Tare Weight
42.40 gm
Volume of Solids
cu in.
Wet Specimen
1111. 67 gm
Void Ratio
Dry Specimen
899.18 gm
Saturation
!!c
0
Water Content
23.63 %
Dry Density
97.3 lb/cu ft
Specific Gravity of Solids
LL =
65
PL =
23
PI = 42
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
n.
0.001"
in.
lb
sq in.
tsf
-'._'
:,"
Back to top
-------
-------
---------- ------------
----- ------
------
------
.0
o.
.000
.0
.0
.000
6.29
.000
.4
10.
.010
98.0
75.1
.002
6.30
.858
.7
20.
.020
198.0
151. 7
.004
6.31
1. 730
.9
30.
.030
275.0
210.6
.005
6.32
2.398
1.1
40.
.040
332.0
254.3
.007
6.34
2.890
1.2
50.
.050
372.0
285.0
.009
6.35
3.233
1.4
60.
.060
402.0
307.9
.011
6.36
3.487
1.6
70.
.070
429.0
328.6
.013
6.37
3.714
•
1.7
80.
.080
452.0
346.2
.014
6.38
3.906
1.9
90.
.090
470.0
360.0
.016
6.39
4.055
i'"
2.5
100.
.100
