--..
,~~~~-'-.-~~~-.
,.---..
--'--~.
'---->
!-<
'"
(1.
:c
!-<
'"
'"
. :
~-;
'.
"1.,
-i;
~,,~
~o
~u
:>~
<>::0
__
0'"'
E-<'"
I
zl....
"''''
"'en
u.
S. ARMY CORPS OF ENGINEERS."
BORING NO.
l
''21-~
~.--
••
~
• .1
ELEVATION OF HOLE
MA,NUFACTURER' S
DES-I-GN-A-T-I-O-N-O-F~D-R-IL-L~R-I-G-~~~""-,
f-;T/"'-a--::;"-;------
GROUNDWATER: ,DEPTH
7'•g
"
ft .•
WEATHER
W.Nd.,
W
kM
DRILLER
(iJ, i)
/
11J17R
ELEV.
ft ••
at end of Drilling
"
LOGGER
;r-,
tJ
C.,e4
COLOR
TYPE
IMATERI~
CONSIS-I
SECONDARY
'T'L"').TI"'V
f"fUJC''T'T'T'Tro'''T'1''
STRUCTURAL FEATURES
AND COMMENTS
,-.,.", ,I
dAY
I
%;1,
w /
K. ....,
/1
Hard
/'
II
.to
••
-
_ I - I
1A.tJ
ClAY
VIs/,'d
C
f,.';':'
All
P.
d'
/1
Cl
{,II
/'0 k,
HlfJd
~
1/
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7AtJ
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tAlJ
'1',4U
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' to, ,j
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"
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clAY
d,.y
MA J
I
I
vJ/€!alr:.. 11/1
J
hAKd
I
VI/r.:l~
VeA'l
AY
sTili
c/Prlf .
h~RcJ
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tid",
-Sliff
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dAy
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f/tyl
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s_r:It} 3IJh I
--, -'-..
-~~"'------
.-' GEOTEST ENGINEERING, INC.
..
~:.,f,
" .'
" .....
-',
", _r'-'.
(
,
(
Project
Channel enlargement channel to Victoria, Victoria. Texas
SUMMARY OF LABORATORY TEST RESULTS
IL
()
'-/5
I;J
t':r !If)'
Boring No.
Contract No.DACW64-91-D-000l
Delivery Order No. 0009
SPT
Dry
Wet
Depth
PP
Blows
Visual
USC
Mc
Unit
Unit
LL
S#
( It)
(ts
I)
per
Classification
(%)
WI
WI
(%)
Foot
.lJJC!J..
(pcl)
1
0-2
2.50
Olive gray& yellowish brown, Clay,
Very
stiff,wl
CH
18.1
110.4
130.3
calcareous nodules and
roots
2
2-4
4.50
Dark gray, Clay, Hard, w/calcareous nodules
CH
25.9
3
4-6
4.5+
Dark gray,
Clay, Hard,
w/calcareous nodules
CH
25.1
4
6-8
4.5+
Dark gray and
olive gray, Clay, Hard,
w/calcareo-
CH
27.3
96.5
122.9
us nodules
5
8-10
3.25
Olive gray, Clay, Very
stiff, w/calcaresous nadu.
CH
30.4
les ferrous stains Blockv structure and slickensided
6
10-12
3.50
Olive gray, Clay,
Very stiff. w/calcareous
and
CH
19.3
110.4
131.6
ferrous nodules
7
12-14
4.25
Yellowish brown, Clay. Hard, w/calcareous nadul-
CH
20.3
es
8
14-16
4.5+
Yellowish
brown and olive gray, Clay, Hard, Silty,
CL
18.6
w/calcareous nodules
9
16-18
4.5+
Brown and yellowish borwn, Clay, Hard, Sandy,
CL
17.3
w/sand seams
10
18-20
3.25
Gray and yellowish brown, Clay, Very stiff,
CH
23.8
99.6
123.4
w/calcareous noduless
11
20-22
3.59
light yellowish brown, Clay, Very stiff,w/calcar-
CH
23.4
eous nodles
12
22.5-24
14
Gray, Sand, Medium dense, Clayey,
wlgravel
SC
13
26/28
2.75
Yellowish brown, Clay, Very stiff, wlsand seams
CH
30.9
91.9
30.9
and Blockv structures
14
/28-30
2.00
Olive gray and yellowish brown, Clay, Very stiff,
CH
29.2
wlsand partting
15
30.5-32
17
Yellowish
brown, Sand, Medium dense, Silty
P-SM
16
33.5-35
14
Yellowish brown, Sand, Medium dense, Silty
SM
17
38.5-40
50
Gray and yellowish brown, Sand,
Dense, Silty
I'P.Sj
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 01 hammer, WOP: Weight of pipe
, .
,.
,.
,.
52
89
62
58
64
Mechanical
Analysis
Torvane
PL
% Passing
Shear
qu
(%)
Strength (tsl)
#4
#10
#40 #100
#200
Jls!J..
21
29 100.0 99.5 97.9
90.4
22
99.7
98.5 96.2
94.5
4,44
22 100.0
100.0
99.9
99.2
97.4 96.6 79.2
37.4
23 100.0 99.9 99.5
91.0
,%
100.0 100.0 99.9
4.9
100.0
99.5
58.6
5.1
, .
,.
(
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
Dry
Wet
Depth
PP
Blows
Visual
USC
Mc
Unit
Unit
LL
S#
(It )
(ts f)
per
Classification
(%.)
Wt
Wt
(%)
Foot
(ocf)
focf)
18
43.5-45
46
GraY,Sand,Dense,Silty
19
48.5-50
70
Gray,Sand, Very ,Dense,Silty
!
I
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
..
.-
..
9t -5
Mechanical Analysis
PL
% Passing
(%)
#4
#10
#40
#100
,
I
I
.
-
/
Torvane
Shear
Strength
#200
(tst)
I
I
..
qu
(tsf)
,
"
,
-
I
I
I
I
i"
!
I
I
I
~
I
!
I
,
!
I
. cl
NO.
14G459
DATE
4/15/91
•
PROJECT
CHANNEL ENLARGEMENT,
CHANNEL TO VICTORIA, TEXAS
Be:
NG NO.
91-5
SAMPLE NO.
6
DEPTH
10-12 ft
, '-.,
SPECIMEN NO.
1
CLASSIFICATION
Olive gray,clay,verystiff,w/calcareous nodules & ferrous nodules
Tare No.
GE-3
Height
5.595 in.
•
Tare plus wet Specimen
1258.69 gm
Average Diameter
2.830 in.
Tare plus Dry Specimen 1062.04 gm
Initial Area
6.290 sq in.
water Weight
196.65 gm
Volume
35.194 cu in.
Tare weight
42.62 gm
Volume of Solids
cu in.
Wet Specimen
1216.07 gm
Void Ratio
Dry Specimen
1019.42 gm
Saturation
%
Water content
19.29 %
Dry Density
110.3 lb/cu ft
Specific Gravity of Solids
LL = 62
PL = 22
PI = 40
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
_..i.__/----
-------
---------- ------------
-----
------
------ ------
.0
o.
.000
.0
.0
.000
6.29
.000
.4
10.
.010
95.0
72 .8
.002
6.30
.831
.7
20.
.020
175.0
134.0
.004
6.31
1. 529
.9
30.
.030
236.0
180.8
.005
6.32
2.058
1.2
40.
.040
283.0
216.8
.007
6.34
2.464
•
1.4
50.
.050
321. 0
245.9
.009
6.35
2.789
1.6
60.
.060
350.0
268.1
.011
6.36
3.036
2.0
80.
.080
392.0
300.3
.014
6.38
3.388
2.4
100.
.100
422.0
323.3
.018
6.40
3.634
2.8
120.
.120
447.0
342.4
.021
6.43
3.835
3.1
140.
.140
467.0
357.7
.025
6.45
3.992
3.4
160.
.160
482.0
369.2
.029
6.48
4.105
3.8
180.
.180
496.0
379.9
.032
6.50
4.209
4.1
200.
.200
508.0
389.1
.036
6.52
4.295
4.9
250.
.250
528.0
404.4
.045
6.58
4.423
5.7
300.
.300
534.0
409.0
.054
6.65
4.431
•
5.9
315.
.315
532.0
407.5
.056
6.67
4.402
'--"'---'
•
JClB
NO.
14G459
DATE
4/15/91
PROJECT
CHANNEL ENLARGEMENT,
CHANNEL TO VICTORIA, TEXAS
BO:~_.,fG
NO.
91-5
SPECIMEN NO.
1
SAMPLE NO.
13
DEPTH
26-28 ft
CLASSIFICATION
Yellowish brown,clay,very stiff,w/sand seams & blocky structure
Tare No.
P-10
Height
5.595 in.
Tare plus wet Specimen
796.21 gm
Average Diameter
2.830 in.
Tare plus Dry Specimen
618.30 gm
Initial Area
6.290 sq in.
. Water Weight
177.91 gm
Volume
35.194 cu in .
Tare Weight
42.42 gm
Volume of Solids
cu in.
Wet specimen
1111. 32 gm
Void Ratio
Dry Specimen
849.03 gm
Saturation
%
. Water content
30.89 %
Dry Density
91.9 lb/cu ft
Specific Gravity of Solids
LL =
64
PL =
23
PI =
41
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
.4
10.
.010
30.0
23.0
.002
6.30
.263
.6
20.
.020
50.0
38.3
.004
6.31
.437
.8
30.
.030
62.0
47.5
.005
6.32
.541
1.0
40.
.040
71.0
54.4
.007
6.34
.618
1.2
50.
.050
77.0
59.0
.009
6.35
.669
1.4
60.
.060
82.0
62.8
.011
6.36
.711
1.5
70.
.070
86.0
65.9
.013
6.37
.745
1.7
80.
.080
91.0
69.7
.014
6.38
.786
2.0
100.
.100
97.0
74.3
.018
6.40
.835
2.3
120.
.120
101. 0
77.4
.021
6.43
.867
2.7
140.
.140
106.0
81.2
.025
6.45
.906
3.0
160.
.160
111.0
85.0
.029
6.48
.945
3.4
180.
.180
114.0
87.3
.032
6.50
.967
3.7
200.
.200
114.0
87.3
.036
6.52
.964
4.0
220.
.220
113.0
86.6
.039
6.55
.952
'-.'--/
•
•
•
•
•
"-,-
l{)!
0>'
'<ti
01
.".
z
o
-,
-'"
o
"-'-'-
Failure Sketches
1.2
~
0.9
;:
"
.,.
M
,,;
0
v
~
0.6
v
.>
M
0
~
"-
E
a
U
0.3
D
Controlled stress
0.0
C8J
Controlled strain
0
Test No.
Type of Specimen
Water content
"0
Void ratio
.,
~
Satufotion
Dry density, Ib/cu ft
TIme to failure, min
Unconfined
comltressive
strength, T/sq t
Undrained shear strength, T/sq
ft
Sensitivity rotio
Initiol
specimen diameter. in.
Initial specimen height, in.
1
2
Axiol Stroin, 5IS
1
Undisturbed
.,
30.9
"
eo
S.
"
JI.
91.9
~
3.37
q.
.97
S.
.48
S,
Do
2.830
H,
5.595
"
"
EM 1110-2-1906
Appendix XI
30 Nov 70
i
i
3
3.10
4
"
"
"
"
Classificotian
Yellowish brown,clay,very stiff,w/sand seams & blocky structure
ll.
64
Remarks
ENG FORM
3659
1 JUN 65
I PL
23
I PI
41
I
G.
Project
CHANNEL ENLARGEMENT, CHANNEL TO VlCTORIA
Area
Victoria, T
exos
Boring No.
91-5
Sample No.
13
Depth
26-28 ft
Date
4/15/91
EI
UNCONFINED COMPRESSION TEST REPORT
PLATE XI-2
Ceotest Engineering. Inc.
PLATE
•
•
•
•
",'
0>'
~,
"-1
z
o
-"
..,
o
'-,-.--
Failure Sketches
8
.'~"
1
,
,
J
6
o!
<T
~
;:
.;
~
il1
~
4
'm
~
a.
~
f
u
a
2
D
Controlled stress
0
C8J Controlled strain
0
Test No.
Type of Specimen
Water
content
"0
Void ratio
"'
E
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.
Initial specimen height. in.
2
4
Axial Strain,
~
1
Undisturbed
Wo
19.3
,.
eo
So
,.
)',
110.3
~
5.73
q.
4.43
S.
2.22
S.
0,
2.830
Ho
5.595
:
,
,
,j
E,Y
,.
,.
EM 1110-2-1906
Appendix XI
30 Nov 70
6
8
,.
,.
,.
,.
Classification
Olive gray.clay,verystiff,w/calcareous nodules & ferrous nodules
LL
62
Remarks
ENG FORM 3659
1 JUN 65
I PL
22
I PI
40
I
G.
Project
CHANNEL ENLARGEMENT. CHANNEL TO VICTORIA
Areo
Victoria, Texas
Boring No.
91-5
Sample No.
6
Deplh
EI
10-12 ft
Date
4/15/91
UNCONFINED COMPRESSION TEST REPORT
PLATE XI-2
Ceotest Engineering. Inc.
PLATE
•
•
•
•
•
•
--..
,~~~~-'-.-~~~-.
,.---..
--'--~.
'---->
!-<
'"
(1.
:c
!-<
'"
'"
. :
~-;
'.
"1.,
-i;
~,,~
~o
~u
:>~
<>::0
__
0'"'
E-<'"
I
zl....
"''''
"'en
u.
S. ARMY CORPS OF ENGINEERS."
BORING NO.
l
''21-~
~.--
••
~
• .1
ELEVATION OF HOLE
MA,NUFACTURER' S
DES-I-GN-A-T-I-O-N-O-F~D-R-IL-L~R-I-G-~~~""-,
f-;T/"'-a--::;"-;------
GROUNDWATER: ,DEPTH
7'•g
"
ft .•
WEATHER
W.Nd.,
W
kM
DRILLER
(iJ, i)
/
11J17R
ELEV.
ft ••
at end of Drilling
"
LOGGER
;r-,
tJ
C.,e4
COLOR
TYPE
IMATERI~
CONSIS-I
SECONDARY
'T'L"').TI"'V
f"fUJC''T'T'T'Tro'''T'1''
STRUCTURAL FEATURES
AND COMMENTS
,-.,.", ,I
dAY
I
%;1,
w /
K. ....,
/1
Hard
/'
II
.to
••
-
_ I - I
1A.tJ
ClAY
VIs/,'d
C
