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Project
Channel enlargement channel to Victoria, Victoria, Texas
SUMMARY OF LABORATORY TEST RESULTS
Boring No.
C
on
t
rae
t No. DACW64
-
91
-
D
-
0001
D
e
r
Ivery
ad
r
er
No. 0009
SPT
Dry
Wet
Depth
PP
Blows
Visual
USC Mc
Unit
Unit
LL
S#
(ft)
(tsf)
per
Classification
(%)
Wt
Wt
(%)
Foot
(pcf)
(pcf)
1
0-2
2.50
Dark
olive
gray, Clay, Very stiff,
wlroats
CH
22.6
2
2-4
3.00
Dark
olive
gray, Clay,
Very stiff, w/calcareous
CH
23.7
96.6
119.6
nodule
3
4-6
4.50
Dark
gray, Clay,
Hard. w/silt parting
&
pockets
CH
18.8
4
6-8
4.5+
Oark
gray,
Clay,
Hard, w/silt parting
&
pockets
CH
19.1
5
8-10
4.5 t
8
Dark gray, Clay, Hard. wlferrous stains & shell
CH
21.0
101.8 123.2
fragements & silt pockets
6
10-12
4.25
Dark olive gray, CI<1Y. Hard.
w/shell !ragement
CH
25.6
& ferrous stains
7
12-14
3.50
Dark olive gray,
Clay.
Very
stiff,w/shell !(ageme
CH
21.8
& ferrous stains
8
14-16
2.50
Dark olive gray,
Clay,
Very stiff,
wIsh ell
fragme-
CH
30.3
nts
Blocky structurel and slickensided
9
16-18
2.00
Dark gray & yellowish brown,
Clay. Very Sliff,wl
CH
38.2
81.4
112.5
BlockV structures
10
18-20
0.50
Dark gray, Clay, Medium
s;Hf,
w/ferrous nodules
CH
47.6
11
20-22
0.50
Gray,
Clay,
Medium~SandYI
w/sand
pockets
CL
35.7
12
22.5-24
5
Gray, Sand,
Loose, Silty. w/shell fragements
SM
13
24.5-26
3
Gray,
Sand,
Very loose, Silty, w/shel! fragement
SM
14
26-28
1.00
Gray,
Clay,
Stiff, w/sand pockets
CH
15
28-30
0.50
Dark
gray,Clay,Medium
~
CH 64.4
60.7
99.9
16
30-32
1.50
Dark
gray,Clay,Stiff,Sandy
CL 34.0
17
32-34
3.50
Gray,Sand,Medium
dense,Clayey,w/Gravel
SC
17.0
S
# .
Sample Number, P P . Pocket Penelromeler Reading, USC . Unified
..
SOil Classification,
..
M c : MOisture Content
q u : Unconfined Compressive
Slrenglh, WaH: Weight of hammer, W
a
P : Weighl of pipe
........
55
&
....9
86
j
5.
I
Mechanical Analysis
PL
% Passinq
(%)
#4
#10 #40 #100
#200
19 100.0
99.9 99.7
93. t
34 100.0
99.8 99.5
98.7
99.9
99.6 99.1
68.1
99.8
99.6 99.3
20.6
32 100.0
99.9 99.6
99.0
-
99.5 97.2 47.0
12.7
..
\
Torvane
Shear
Strength
(tsf)
0.30
,hi)'
qu
(tsf)
1,5~
0.'1
..
i
I
I
I
1.
f
i"
!
l
I.
I
I
!
i
I
I.
,
I
l
I
,
(
Project
Channel enlargement channel to Victoria, Victoria. Texas
SUMMARY OF LABORATORY
TEST
RESULTS
Boring No.
Contract No. DACW64-91.D.0001
Delivery Order NO.0009
SPT
DrV
Wet
Depth
PP
Blows
Visual
USC
Mc
Unit
Unit
LL
S#
(It)
(tsf)
per
Classification
(%)
Wt
Wt
(%)
Foot
(pcf)
(pcf)
18
34.5-36
8
Gra
v,
Sand, Loose, Si
ltv, wiG
ravel
SM
19
38.5.40
8
Gray ,Sand, Loose,Silty. w/Gravel
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 : Weight of hammer, WOP: Weight of pipe
........
91-17
Mechanical Analysis
PL
%
Passing
(%)
#4
#10
#40 #100
99.5 97.2 47.0
.
.
Torvane
Shear
Strength
#200
(t sf)
13.0
qu
(tsf)
I
I
I
,
I
,
I
.
I
I
,
I
,
I
I
I
I
ff
.
.
_._.__._______.
.......:....~,~
____
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__
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.=~=_:
JQB NO.
14G459
DATE
4/17/91
PROJECT
CHANNEL ENLARGEMENT,
CHANNEL TO VICTORIA, TEXAS
•
BOi._AG NO.
91-17
SAMPLE NO.
2
DEPTH
2-4 ft
SPECIMEN NO.
1
CLASSIFICATION
Dark olive gray,clay,very stiff,w/calcareous nodules
Tare No.
P-17
Height
5.595 in.
Tare plus wet Specimen
583.50 gm
Average Diameter
2.830 in.
Tare plus Dry Specimen
479.86 gm
Initial Area
6.290 sq in.
•
water Weight
103.64 gm
Volume
35.194 cu in.
Tare Weight
42.93 gm
Volume of Solids
cu in.
wet Specimen
1104.50 gm
Void Ratio
Dry Specimen
892.74gm
Saturation
%
water Content
23.72
%
Dry Density
96.6 Ib/cu ft
Specific Gravity of Solids
LL =
55
PL =
19
PI =
36
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
.n.
0.001"
in.
Ib
sq in.
tsf
-..:;.--~---
-------
---------- ------------
----- ------ ------
------
.0
o.
.000
.0
.0
.000
6.29
.000
. 3
10.
.010
23.0
17.6
.002
6.30
.201
.5
20.
.020
45.0
34.5
.004
6.31
.393
.7
30.
.030
65.0
49.8
.005
6.32
.567
.9
40.
.040
82.0
62.8
.007
6.34
.714
1.0
50.
.050
94.0
72.0
.009
6.35
.817
1.3
60.
.060
104.0
79.7
.011
6.36
.902
1.6
80.
.080
121. 0
92.7
.014
6.38
1. 046
1.9
100.
.100
134.0
102.6
.018
6.40
1.154
2.2
120.
.120
144.0
110.3
.021
6.43
1. 236
2.6
140.
.140
154.0
118.0
.025
6.45
1. 316
3.0
160.
.160
160.0
122.6
.029
6.48
1. 363
3.3
180.
.180
167.0
127.9
.032
6.50
1. 417
3.6
200.
.200
172.0
131. 8
.036
6.52
1. 454
4.0
220.
.220
177.0
135.6
.039
6.55
1. 491
4.3
240.
.240
180.0
137.9
.043
6.57
1.511
4.6
260.
.260
183.0
140.2
.046
6.60
1. 530
4.9
280.
.280
185.0
141. 7
.050
6.62
1. 541
5.2
300.
.300
185.0
141. 7
.054
6.65
1. 535
•
•
[il
..
(')
'<t
z
ci
.0
-,
o
Failure Sketches
1.6
(g
1.2
"
.,.
;::-
•
ill
•
,,;
~
0.8
••
~
•
a.
~
E
u
0
0.4
o
Controlled stress
0.0
~
Controlled strain
0
Test No.
Type of Specimen
Waler content
-0
Void ratio
'"
~
Saturation
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.
Initiol specimen height, in.
2
4
Axial Strain,
sr;
1
Undisturbed
"
23.7
,.
eo
So
,.
r.
96.6
~
4.93
G"
1.54
S,
.77
S.
Do
2.830
H,
5.595
1
J
I
£)l)
,.
"
EM 1110-2-1906
Appendix XI
30 Nov 70
6
8
,.
,.
,.
"
Classification
Dark olive gray.c1ay,very st1ff.w/colcareous nodules
LL
55
Remarks
ENG FORM
3659
1 JUN 65
I PL
19
I PI
36
I
G,
Project
CHANNEL ENlARGEMENT. CHANNEL TO VICTORIA
Area
Victorio, Texas
Boring No.
91-17
Sample No.
2
Depth
EI
2-4 ft
Dale
4/17/91
UNCONFINED COMPRESSION TEST REPORT
PLATE XI-2
Ceotest Engineering, Inc.
PLATE
•
•
•
•
••••>__
.~
_____• ________••
~~_.
____
~
__
~_~
___
"'''".~,~,,~~<~~~.~_
..
"~._~'='-'=""~"'m<='""N~~~~~'V="='V","X~'"'~~_~~ffi~=~=="".;,~."~~."",,,,,,;=<,,,,=-,,,,,,,_",,,,,,,,,=~~~_=<~_~~=<=,,=-=,,~~",,,,===_~,=._:'
.
JOB NO.
14G459
DATE
4/17/91
PRr .-;CT
CHANNEL ENLARGEMENT, CHANNEL TO VICTORIA, TEXAS
BORING NO.
91-17
SAMPLE NO.
9
DEPTH
16-18 ft
•
SPECIMEN NO.
1
CLASSIFICATION
Dark gray and yellowish brown, clay, very stiff, with blocky structure
Tare No.
P-18
Height
5.595 in.
Tare plus wet Specimen 1081.93 gm
Average Diameter
2.830 in.
Tare plus Dry Specimen
794.54 gm
Initial Area
6.290 sq in.
Water Weight
287.39 gm
Volume
35.194 cu in.
Tare Weight
42.56 gm
Volume of Solids
cu in.
•
Wet Specimen
1039.37 gm
Void Ratio
Dry specimen
751. 98 gm
Saturation
%
Water Content
38.22 %
Dry Density
81. 4 lb/cu ft
Specific Gravity of Solids
LL =
89
PL =
34
PI =
55
Proving Ring No. 10170
Proving Ring Constant, K = .766 lbs/div.
Elapsed
Dial
Cumulative Proving Ring Axial Axial
Area
Compr.
•
c
.
.
e
Reading
Change
Dial Reading
Load
