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Channel enlargement channel to Victoria, Victoria, Texas
SUMMARY OF LABORATORY TEST RESULTS
Boring No.
Contract No_ DACW64-91-D-00OI
Deliverv Order
N0.0009
SPT
Dry
Wet
Depth
PP
Blows
Visual
USC
Mc
Unit
Unit
LL
S#
(ft)
(tsf)
per
Classification
(%)
Wt
Wt
(%)
Foot
(pcf)
(pcf)
1
0.5-1
7
Light
brown,Sand,Loose,Silty
SM
2
2-4
2.50
Light brown,Clay,Very stiff,Sandy,w/clay pocket
CL
19':8 .
Fill material\
3
4-6
4.00
Light Brown,Clay,Very stiff,Sandy,w/sand layer
CL
18.5
and shell fragments.(Fili material]
4
6-8
3.50
Yellowish Brown,Sand,Very dense,Clayey,w/grav SC
17.2
107.8 126.3
el and shell fraQments.(Fili material)
5
8-10
3.50
Yellowish brown,Clay, Very stff,Sandy,w/gravel
CL
18.5
and shell&brocken Qlass.(Fili malerial)
6
10-12
4.50
Yellowish brown,Clay,Hard,Sandy,w/gravel
and
CL
22.4
shell.(Fili material)
.
7
12-14
4.50
Yellowish brown ,Clay,Hard ,Sandy ,w/gravel and
CL
17.8
111.2
130.3
shell.(Fili material)
8
14.5-16
4
Yellowish brown,Clay,Medium
stiff,SandY,wl
CL
aravel and shell.(Fili material\
9
16-18
0.00
Dark
gray&yellowish brown,Clay,Very
soft,Sandy
CL
28.6
10
18-2Q
0.75
Dark
gray,Clay,Medium stiff,Sandy,w/shell trag-
CL
35.5
87.2
118.1
ments
11
20-22
0.00
Dark gray,Clay,Very soft,Sandy,w/shell fragme-
Cli
32.5
nts
12
22-24
0.50
Gray&yellowish brown,Clay,Medium stiff,Sandy
CL
34.3
86.2
115.7
13
24-26
1.75
Olive gray,Clay,Stiff,Sandy
CL
23.3
14
26-28
1.50
Gray&light
brown,Clay,Stiff,Sandy,w/calcareous
CL
25.7
nodules
15
28-30
1.50
Gray&light brown ,Clay, Stiff,Sandy,w/cal careous
CL
21.4
nodules
16
30-32
1.50
Gray&light
brown,
Clay,
Stiff,Sandy,w/calcareous
CL
21.4
nodules
17
32-34
0.75
Gray&yellowish brown,Ciay,Medium stiff,Sandy,
CL
24.6
w/calcareous nodules
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
*Material coarser than No.40 sieve are gravel and shell fragments
......
NP
45
31
,
36
91-64
El
16">!,
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Mechanical Analysis
Torvane
PL
% Passino
Shear
qu
(%)
Strength
(tsf)
#4
#10 #40
#100
#200
(lsI)
NP
73.8
57.2 46.4
32.0
20 92.7 84.0 76.4"
51.8
«·Y~
0.20
4D
16 100.0
99.9
98.8
50.2
0.20
-~~
,LID
0.20
,40
18 98.3 97.8 97.3
55.5
-
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Channel enlargement channel to victoria. Victoria, Texas
SUMMARY OF LABORATORY TEST RESULTS
Boring No.
C
ontract
N
o.
DACW
64.91.D.0001
Delivery Order
No. 0009
SPT
Dry
Wet
Depth
PP
Blows
Visual
USC Mc
Unit
Unit
LL
S#
( tt)
(tsl)
per
Classification
(%)
Wt
Wt
(%)
Foot
(pcl)
(pcf)
18
34.35.5
38
Light
brown.Sand,Dense,Silty
8M
24.6
19
38.5.40
32
Light brown,8and,Dense,8ilty
8M
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
......
Mechanical Analysis
PL
% Passing
(%)
#4
#10
#40 #100
99.8
99.1
98.7
..
Torvane
Shear
qu
Strength (tsl)
#200
(tsf)
35.5
..
._.__• ___
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____
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JuB NO.
14G459
DATE 5/1/91
PROJECT
CHANNEL ENLARGEMENT,
CHANNEL TO VICTORIA, TEXAS
f... ___ cING NO.
91-64
SAMPLE NO.
7
DEPTH
12-14 ft
•
SPECIMEN NO.
1
CLASSIFICATION
Yellowish brown,clay,hard, sandy,w/shell & gravel
Tare No.
P-7
Height
5.595 in.
Tare plus wet Specimen 1246.27 gm
Average Diameter
2.830 in.
Tare plus Dry Specimen 1064.62 gm
Initial Area
6.290 sq in.
Water Weight
181. 65 gm
Volume
35.194 cu in.
•
Tare Weight
42.53 gm
Volume of Solids
cu in.
Wet specimen
1203.74 gm
Void Ratio
Dry specimen
1022.09 gm
Saturation
s,
0
Water Content
17.77
%
Dry Density
110.6 lb/cu ft
Specific Gravity of Solids
LL =
45
PL =
20
PI = 25
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
nino
0.001"
in.
lb
sq in.
tsf
~-;;;:-----
-------
---------- ------------
-----
------
------
------
.0
O.
.000
.0
.0
.000
6.29
.000
.3
10.
.010
72.0
55.2
.002
6.30
.630
.5
20.
.020
108.0
82.7
.004
6.31
.944
.6
30.
.030
143.0
109.5
.005
6.32
1.247
.9
40.
.040
168.0
128.7
.007
6.34
1. 462
1.3
60.
.060
209.0
160.1
.011
6.36
1.813
1.7
80.
.080
238.0
182.3
.014
6.38
2.057
2.1
100.
.100
257.0
196.9
.018
6.40
2.213
•
2.4
120.
.120
272.0
208.4
.021
6.43
2.334
2.8
140.
.140
282.0
216.0
.025
6.45
2.411
3.1
160.
.160
288.0
220.6
.029
6.48
2.453
3.4
180.
.180
291.0
222.9
.032
6.50
2.469
3.8
200.
.200
291. 0
222.9
.036
6.52
2.460
3.9
210.
.210
290.0
222.1
.038
6.54
2.447
•
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Failure Sketches
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a
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Controlled stress
0
C8J Controlled strain
0
Test No.
Type of Specimen
Water conlent
"0
Void ratio
E
'"
Saturation
Dry density, Ib/eu It
TIme to failure. min
Unconfined comftressive
strength, T/sq t
Undrained sheer strength, T/sq ft
SensItivity ratio
Initial specimen diameter. in.
Initiol specimen height, in.
1
2
Axial Strain,
~
1
Undisturbed
w.
17.8
II
eo
So
'"
1',
110,6
~
3.42
q,
2.47
S,
1.23
S.
Do
2.830
H.
5.595
II
'"
EM 1110-2-1906
Appendix XI
30 Nov 70
3
3[;,
4
'"
'"
'"
,.
i
I
i
I
,
Classification
Yellowish brown,cloy,hard, sondy,w/shell & grovel
LL
45
Remarks
ENG FORM 3659
1 JUN 65
I PL
20
I PI
25
I
G.
•
Project
CHANNEL ENlARGEMENT, CHANNEL TO VlCTORIA
I
Area
Victoria, Texas
.
Boring No.
91-64
Sample No.
7
Depth
12-14 ft
Dale
5/1/91
EI
UNCONFINED COMPRESSION TEST REPORT
.--
-_
...
-
-_
...
--_.
-- --
PLATE XI-2
Ceotest Engineering. Inc.
PLATE
•
•
•
•
•
--.,,-..
-,,-,,~-.-~-.
,,_,~,_~~_=
__'''_'"___
~
__
.~.
_'
~~",u~
__.
'~='A~=<'_~.,~"~,,"~,~W'"~=."=~~"~'==-~~==><~~"'~~u,=,=,,,~~,~.=~~_<O~=."'~
...
~.~~,~.;,..~,=,~"'~,===,~~""~_.~"'==
SOB
NO.
14G459
DATE
5/1/91
PROJECT
CHANNEL ENLARGEMENT,
CHANNEL TO VICTORIA, TEXAS
•
>..._.UNG NO.
91-64
SAMPLE NO.
10
DEPTH
18-20 ft
SPECIMEN NO.
1
CLASSIFICATION
Dark gray, Clay, Medium stiff, Sandy, w/shell fragments
Tare No.
P-9
Height
5.595 in.
Tare plus Wet Specimen
730.79 gm
Average Diameter
2.830 in.
•
Tare plus Dry Specimen
550.57 gm
Initial Area
6.290 sq in.
Water Weight
180.22 gm
Volume
35.194 cu in.
Tare Weight
42.63 gm
Volume of Solids
cu in.
Wet Specimen
1091. 38 gm
Void Ratio
Dry specimen
805.56 gm
Saturation
%
Water Content
35.48 %
Dry Density
87.2 lb/cu ft
Specific Gravity of Solids
LL
=
31
PL
=
16
PI =
15
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
min.
0.001"
in.
lb
sq in.
tsf
~.;;..-----
-------
----------
------------
-----
------
------
------
.0
o.
.000
.0
.0
.000
6.29
.000
.2
10.
.010
6.0
4.6
.002
6.30
.053
.4
20.
.020
9.0
6.9
.004
6.31
.079
.6
30.
.030
12.0
9.2
.005
6.32
.105
.7
40.
.040
14.0
10.7
.007
6.34
.122
1.1
60.
.060
17.0
13.0
.011
6.36
.147
•
1.4
80.
.080
20.0
15.3
.014
6.38
.173
1.7
100.
.100
22.0
16.9
.018
6.40
.189
2.1
120.
.120
24.0
18.4
.021
6.43
.206
2.4
140.
.140
25.0
19.1
.025
6.45
.214
2.7
160.
.160
26.5
20.3
.029
6.48
.226
3.0
180.
.180
27.5
21.1
.032
6.50
.233
3.3
200.
.200
29.0
22.2
.036
6.52
.245
3.7
220.
.220
29.0
22.2
.039
6.55
.244
•
•
_..
_.,.~
____
"~.-'.
___
~
___..
~~
_~'_"':"'-~
__
'':''~'~~_"A'';~_~
____
~m:~.~~''U_''''''::'~''~M~'_'''''_~''''''''''~"-~'~="~=,"_=A=~~'X~'''''~~_~~=''':'''~=~=~'''~~=~';''~'~~_;'''=_~==.".~'"=~'"='===~4".~=,,~_·~="="''''.
~I
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o
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0.4
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I I \
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•
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0.1
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Controlled stress
0.0
C8J
Controlled strain
0
Test No.
Type of Specimen
Wat~r
content
"
Void ratio
:s
'"
Satur<ltion
Dry density. Ib/cu f1
Time to
foilur~.
min
Unconfined com.;ressive
strength, T/sq
Undrained shear strength, T/sq ft
Sensitivity r<ltio
Initial specimen diameter, in.
Initial specimen height, in.
1
2
Axkll Strain,
~
1
Undisturbed
Wo
35.5
'"
eo
S.
'"
r,
87.2
~
3.33
q,
.25
S,
.12
S.
Do
2.830
Ho
5.595
'"
"
EM
1110-2-1906
Appendix XI
30 Nov 70
!
3
3,~
4
•
"
"
i
'"
'"
I
Classification
Dark gray, Cloy, Medium stiff, Sandy, w/shell fragments
II
31
Remarks
ENG FORM 3659
1 JUN 65
I PL
16
I PI
15
I
G.
Project
CHANNEL ENlARGEMENT, CHANNEL TO VICTORIA
Area
Victoria, Texas
Boring No.
91-64
Sample No.
10
Depth
EI
18-20 ft
Dote
5/1/91
UNCONFINED COMPRESSION TEST REPORT
PLATE XI-2
Geotest Engineering. Inc.
PLATE
•
•
•
•
•
•
,~.,,:~.~
__.__-:-.__. __.___-"-____
u.--.:....:.,_~_~~,,_~.~_"._.~,_=~
__
"~.y_~>~_",.~,.,~,.,_~~,".~''"."'=~.~~,,~,;,,_,.~~.=''''~,,=~~,,~~'"'''~,~._"~_~~~~,====_~=='~r~O='=~"==~~~·~_==~"=
..."'..;=>,
J>OB NO.
14G459
DATE
5/1/91
PROJECT
CHANNEL ENLARGEMENT,
CHANNEL TO VICTORIA, TEXAS
....._IING NO.
91-64
SPECIMEN NO.
1
SAMPLE NO.
12
DEPTH
22-24 ft
CLASSIFICATION
Gray & yellowish brown, Clay, Medium stiff, Sandy
Tare No.
P-29
Height
5.595 in.
Tare plus wet Specimen 1111.91
gm
Average Diameter
2.830 in.
Tare plus Dry Specimen
838.09
gm
Initial Area
6.290 sq in.
water Weight
273.82
gm
Volume
35.194 cu in.
Tare weight
42.80
gm
Volume of Solids
cu in.
wet specimen
1069.11 gm
Void Ratio
Dry Specimen
795.29
gm
Saturation
%
water content
34.43
%
Dry Density
86.1 lb/cu ft
Specific Gravity of Solids
LL =
36
PL =
18
PI =
18
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
min.
0.001"
in.
lb
sq in.
tsf
.~~-----
-------
----------
------------
-----
------
------
------
