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alt
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Channel enlargement channel to Victoria, Victoria, Texas
SUMMARY OF LABORATORY TEST RESULTS
Boring No.
Contract
N
o.
DACW64-91-D-000I
Delivery Order No.0009
SPT
Dry
WeI
Deplh
PP
Blows
Visual
USC
Me
Unit
Unit
LL
S#
(It )
(
tsf)
per
Classification
(%)
Wt
Wt
(%)
Foot
(pet)
(pet)
1
0-2
3.00
Dark gray&yellowish
brown ,Cia y,
Very
stiff,Silty
CL
24.9
2
2-4
2.50
Yellowish
brown&gray.Clay,
Very
stiff,Silty
CL
20.3
107.1 128.9
3
4-6
1.50
Yellowish
brown&gra y, Clay,Sti ff ,Silty
CL
20.6
4
6-8
2.25
Gra y.Clay,Sli II.Silty
CL 24.8
5
8-10
1.75
Gra y.Cla y.Still. Silty
CL
30.1
6
10-12
0.50
Gray&yeltowish brown.Clay.Medium
stiff. silty
CL
31.3
93.4
122.7
7
12-14
0.50
Gray&yellowish brown, Cia y, Medium stiffw/sand
CH
27.0
Iparling
8
14-16
0.50
Gray,Clay,Mediurn
stitf,w/shetl
fragments
CH
36.2
9
16-18
0.50
Gray.Clay,Medium stiff,w/shetl
fragments
CH
30.4
10
18-20
0.50
Gray,Clay,Medium
still.w/shell
fragments
CH
47.8
11
20-22
0.25
Oark graY,ClaY,Soft,w/sand pockets
CH
48.4
75.0
111.3
12
22-24
0.25
Gray,Clay ,Soh,w/sand pockets
CH
46.0
13
24-26
0.00
Dark
gray,
Clay. Very soft, wIsh ell
fragments
CH
42.6
80.5
114.8
14
26-28
0.00
Olive gray,Sand, Very loose,w/clay pockets
SC
27.9
15
28.5-30
10
Gray,Sand,Medium dense,Silty
SM
S #
:
Sample Number, P P : Pocket Penetrometer Reading, USC: Unified
..
SOil ClasSification,
..
M c : MOisture Content
q u : Unconfined Compressive Strength, W 0 H : Weighl of hammer, WOP: Weight of pipe
"Material coarser than NoAO sieve are shell fragments
......
32
38
55
.
53
Mechanical Analysis
PL
% Passir'l9
(%)
#4
#10 #40
#100
16 100.0 99.9
99.9
18 100.0
100.0
99.8
24 100.0 100.0
99.9
22
99.6
98.4
92.2'
99.8 99.6 91.0
..
Torvane
Shear
Strength
#200
{1st}
90.2
99.5
0.35
.9D
0.25
.5
0
0.25
.g,
0.30
.[90
0.30
,/00
99.3
0.30
,100
0.30
tao
64.6
0.10
,'d-D
0.05
\ ()
15.8
0.00
o
.0'0
..
qu
(tsf)
I,~D
.38
_5'6
, I d.
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JOB NO.
14G459
DATE
4/28/91
PROJECT
CHANNEL ENLARGEMENT,
CHANNEL TO VICTORIA, TEXAS
BOl
!G NO.
91-47
SAMPLE NO.
2
DEPTH
'-...
......./
SPECIMEN NO.
1
CLASSIFICATION
Yellowish brown & gray,clay,very stiff, silty,
Tare No.
P-13
Tare plus Wet Specimen
728.05 gm
Tare plus Dry Specimen
612.28 gm
. water Weight
115.77 gm
Tare Weight
42.30 gm
. Wet Specimen
1190.77 gm
Dry Specimen
989.74 gm
Water Content
20.31 %
Specific Gravity of Solids
LL = 32
PL = 16
PI =
Height
Average Diameter
Initial Area
Volume
Volume of Solids
Void Ratio
Saturation
Dry Density
16
proving Ring No. 10170
2-4 ft
5.595 in.
2.830 in.
6.290 sq in.
35.194 cu in.
cu in.
%
107.1 lb/cu ft
proving Ring Constant, K = .766 lbs/div.
. Elapsed
Dial
Time
Reading
. 'no
0.001"
.0
.2
.4
.6
.8
.9
1.2
1.5
1.8
2.1
2.5
2.8
3.2
3.5
4.2
5.8
6.2
O.
10.
20.
30.
40.
50.
70.
80.
100.
120.
140.
160.
180.
200.
250.
300.
350.
Cumulative
Change
in.
.000
.010
.020
.030
.040
.050
.070
.080
.100
.120
.140
.160
.180
.200
.250
.300
.350
proving Ring
Dial Reading
.0
15.0
24.0
33.0
40.0
48.0
60.0
66.0
77.0
87.0
97.0
105.0
112.0
120.0
134.0
143.5
140.0
Axial
Load
1b
.0
11.5
18.4
25.3
30.6
36.8
46.0
50.6
59.0
66.6
74.3
80.4
85.8
91.9
102.6
109.9
107.2
Axial
strain
.000
.002
.004
.005
.007
.009
.013
.014
.018
.021
.025
.029
.032
.036
.045
.054
.063
Area
Corr .
sq in.
6.29
6.30
6.31
6.32
6.34
6.35
6.37
6.38
6.40
6.43
6.45
6.48
6.50
6.52
6.58
6.65
6.71
compr.
Stress
tsf
.000
.131
.210
.288
.348
.417
.519
.570
.663
.746
.829
.894
.950
1. 015
1.122
1.191
1.151
•
:./
•
•
•
•
i"
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alt
~
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.;
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.0
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o
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______
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Failure Sketches
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~
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,;
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v
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a
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0.3
o
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0.0
~
Controlled stro'in
0
Test No.
Type of Specimen
Water content
"
"0
Void ratio
<0
~
Saturation
50
Ory
density, Ib/cu It
r.
Time to failure, min
~
Unconfined com./ressive
strength, T/sq
t
q,
Undrained shear strength, T/sq ft
S,
Sensitivity ratio
S.
Initial specimen diameter. in.
Do
Initial specimen height, in.
H,
2
4
Axkll Strain,
~
1
Undisturbed
20.3
,.
,.
107.1
"
"
5.77
1.19
.60
2.830
5.595
I
,
,
I
,
I
5.1-\
EM 1110-2-1906
Appendix XI
30 Nov 70
I
I
6
8
"
,.
"
,.
Classification
Yellowish brown & gray,clay,very stiff, silty,
LL
32
Remarks
ENG FORM
3659
1 JUN 65
jPL
16
I PI
16
I
G.
Project
CHANNEL ENlARGEMENT, CHANNEL TO VICTORIA
Area
Victoria,
T
exos
Boring NQ.
91-47
Sample No.
2
I
~~pth
2-4
It
Date
4/28/91
UNCONFINED COMPRESSION TEST REPORT
PLATE XJ-2
Ceotest Engineering, Inc.
PLATE
•
•
•
•
alt
•
JOB. NO.
14G459
DATE
4/30/91
PROJECT
CHANNEL ENLARGEMENT, CHANNEL TO VICTORIA, TEXAS
BO\.~".~G
NO.
91-47
SAMPLE NO.
6
DEPTH
10-12 ft
SPECIMEN NO.
1
CLASSIFICATION
Gray & yellowish brown, Clay, Medium stiff, Silty
•
Tare No.
P-21
Height
5.595 in.
Tare plus Wet Specimen
688.26 gm
Average Diameter
2.830 in.
Tare plus Dry Specimen
534.20 gm
Initial Area
6.290 sq in.
Water Weight
154.06 gm
Volume
35.194 cu in.
Tare Weight
42.58 gm
Volume of Solids
cu in.
Wet Specimen
1133.37 gm
Void Ratio
Dry Specimen
862.95 gm
Saturation
%
Water Content
31. 34 %
Dry Density
93.4 lb/cu ft
specific Gravity of Solids
LL =
38
PL =
18
PI =
20
•
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
-~-...;;:"---
-------
---------- ------------
-----
------
------
------
.0
o.
.000
.0
.0
.000
6.29
.000
.2
.4
10.
20.
.010
.020
10.0
7.0
5.4
7.7
.004
.002
6.30
6.31
.061
•
.087
• 6
30 .
.030
13.0
10.0
.005
6.32
.113
.7
40.
.040
16.0
12.3
.007
6.34
.139
. 9
50 .
.050
19.0
14.6
.009
6.35
.165
1.1
60.
.060
22.0
16.9
.011
6.36
.191
1.4
80.
.080
27.0
20.7
.014
6.38
.233
1.7
100.
.100
32.0
24.5
.018
6.40
.276
2.0
120.
.120
35.0
26.8
.021
6.43
.300
2.4
140.
.140
38.0
29.1
.025
6.45
.325
2.7
160.
.160
40.0
30.6
.029
6.48
.341
3.0
180.
.180
41.0
31.4
.032
6.50
.348
3.4
200.
.200
42.5
32.6
.036
6.52
.359
•
4.1
250.
.250
44.0
33.7
.045
6.58
.369
4.9
300.
.300
45.0
34.5
.054
6.65
.373
5.8
350.
.350
45.0
34.5
.063
6.71
.370
,'-.~./
alt
._..
~.
__.__
~~_._.
__'._'..,..
:~_~.~~
...'..'........_...._ .... ,...._ •.
~
.•._ ...
;~
.............................
~
....:..............
_.~
..•.c.............
_:.~
•• _.......... •
<]>
lfJi
....
'"
o
Z
..0
-,
o
\
.._-
Failure Sketches
0.4
I
1
\
'~'
I
i
0.3
<!
.,.
;:,.
0
,;
0
iii
~
0.2
.
~
~
0
a.
~
E
a
U
0.1
o
Controlled stress
0.0
I2SJ Controlled strain
0
Test No.
Type of Specimen
Water content
Wo
~
Void ratio
eo
Saturatfon
So
Dry density, Iblcu It
1',
Time to failure. min
t.
Unconfined comftressive
strength, T/sq t
q.
Undrained shear strength, T/sq ft
S.
Sensitivity ratio
S.
Initial specimen diameter, in.
Do
Initiol specimen height, in.
Ho
2
4
Axial Strain,
~
1
Undisturbed
31.3
"
"
93.4
"
"
4.93
.37
.19
2.830
5.595
EM
1
,
I
,
,
!
:5
Li
6
'-
'
.j
1110-2-1906
Appendix XI
30 Nov 70
8
"
"
"
"
Classification
Gray & yellowish brown, Cloy, Medium stiff, Silty
LL
38
Remarks
ENG FORM 3659
1 JUN 65
I PL
18
I PI
20
J G.
Project
CHANNEL ENlARGEMENT, CHANNEL TO VICTORIA
Area
Victoria, Texas
Boring No.
91-47
Sample No.
S
Depth
10-12
ft
Dole
4/30/91
EI
UNCONFINED COMPRESSION TEST REPORT
PLATE XI-2
Ceotest Engineering, Inc,
PLATE
•
•
•
•
•
alt
":~_,_",.
__.__:"",,,,__,_._____. __.____
,,~
_______..
<~_~,_,~~._;..."~."
__
,.~~,~~~~_,_",<~,,~=,;~.~,.~_=,~~~>_,.~,,,,,~_~~~~.~.~~=".J~_~_~_~"'='=="""><
__
"'""""~~'="_';=~'~~~~_.=m~'mW~'~~""/
__
"_~&"=Vh~'~C~''''~';'4'''m
JOB'NO.
14G459
DATE 4/30/91
PROJECT
CHANNEL ENLARGEMENT,
CHANNEL TO VICTORIA,
TEXAS
BOi.,_~NG
NO.
91-47
SAMPLE NO.
11
DEPTH
20-22 ft
•
SPECIMEN NO.
1
CLASSIFICATION
Dark gray, Clay, Soft, w/sand pockets
Tare No.
P-22
Height
5.595 in.
Tare plus Wet Specimen
557.41 gm
Average Diameter
2.830 in.
Tare plus Dry Specimen
389.62 gm
Initial Area
6.290 sq in.
Water Weight
167.79 gm
Volume
35.194 cu in.
Tare Weight
42.73 gm
Volume of Solids
cu in.
•
Wet specimen
1028.22 gm
Void Ratio
Dry Specimen
693.01 gm
Saturation
%
Water content
48.37
%
Dry Density
75.0 lb/cu ft
specific Gravity of Solids
LL = 55
PL =
24
PI =
31
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
.2
10.
.010
13.0
10.0
.002
6.30
.114
.4
20.
.020
21.0
16.1
.004
6.31
.183
.6
30.
.030
29.0
22.2
.005
6.32
.253
.7
40.
.040
36.0
27.6
.007
6.34
.313
.9
50.
.050
42.0
32.2
.009
6.35
.365
1.1
60.
.060
46.0
35.2
.011
6.36
.399
1.4
80.
.080
55.0
42.1
.014
6.38
.475
1.7
100.
.100
61.0
46.7
.018
6.40
.525
•
2.0
120.
.120
65.0
49.8
.021
6.43
.558
2.4
140.
.140
68.0
52.1
.025
6.45
.581
2.7
160.
.160
69.0
52.9
.029
6.48
.588
3.0
180.
.180
69.0
52.9
.032
6.50
.586
•
alt
Ii
•
•
•
,
•
•
•
C~i
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n
(
I
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f
0.6
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0
(f]
~
0.4
~
'0;
0
a.
~
E
u
0
0.2
D
Controll ed stress
0.0
~
Controlled strain
0
Test No.
Type of Specimen
Water content
~
Void ratio
oS
$otur<Jtion
Dry density. Ib/cu ft
Time to failure. min
Unconfined comftressive
strength, T/sq t
Undrained shear strength, T/sq ft
Sensitivity ratio
Initial specimen diameter. in.
Initial specimen height. in.
1
2
Axiol Strain. jill:
1
Undisturbed
w,
48.4
..
eo
So
,.
-Yo
75.0
~
2.68
q.
.59
S.
.29
S,
00
2.830
Ho
5.595
..
,.
EM 1110-2-1906
Appendix XI
30 Nov 70
I
I
d..I\3
4
....
,.
,.
Classification
Dark gray, Clay. Soft, -wisand pockets
LL
55
Remarks
ENG FORM 3659
1 JUN 65
I PL
24
I PI
31
I
G.
Project
CHANNEL ENlARGEMENT, CHANNEL TO VlCTORIA
Area
Victoria, Texas
Boring No.
91-47
Sample No.
11
Depth
20-22
ft
EI
Date
4/30/91
UNCONFINED COMPRESSION TEST REPORT
~~-~
PLATE XI-2
Ceo test Engineering. Inc.
PLATE
alt
JOB NO.
14G459
DATE
4/28/91
PROJECT
CHANNEL
BcC~G
NO.
91-47
SPECIMEN NO.
1
CLASSIFICATION
ENLARGEMENT,
CHANNEL TO VICTORIA, TEXAS
SAMPLE NO.
13
DEPTH
Dark gray, Clay, Very soft, w/ shell fragments
Tare No.
P-20
Height
Tare plus wet Specimen
710.74 gm
Average Diameter
Tare plus Dry Specimen
511. 30 gm
Initial Area
water Weight
199.44 gm
Volume
Tare Weight
42.67 gm
Volume of Solids
Wet Specimen
1060.68 gm