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u.
S. ARMY CORPS OF ENGINEERS
J3j:
A
1
BORING NO.
iF if
S
DATE: BEGIN
0:1-//-'1/
PAGE
1 / /
JOB NO. / rG
q¥
~
COMPLETELl3-/l'
91
Thin Walled Tube
PROJECT"Cf/lI-l-lfllZL- TO i/.Ic7
0
f..rl4
rn--f'
06"
LOCATION
v:JC
e
t.ZIi
c
(Iii
jVNit L
ELEVATION OF HOLE ___________-::;----::----:-_______
MANUFACTURER'S DESIGNATION OF DRILL RIG
_-I-F_-....;.:'SLk0:L.______
DEPTH :? ft., ELEV.
'ft., at end of Dril:fing
WEATHER
I4f1U
-;---+
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II
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STRUCTURAL FEATURES
AND COMMENTS
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,
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GEOTEST ENGINEERING. INC.
a.
•1
alt
(
Project
Channel enlargement channel to Victoria, Victoria, Texas
SUMMARY OF lABORATORY
TEST REsuEi,
s, 5 \
tJ C:t
V
j)
8oringNo.
~
C
ontract
N
o.
DACW64-91
-
D
-
00
0
1 D
e
r
Ivery
Od
r er No.009
SPT
Dry
Wet
Depth
PP
Blows
Visual
USC Mc
Unit
Unit
II
S#
(ft )
(tsf)
per
Classification
(%)
WI
WI
(%)
Foot
(pct)
(pct)
1
0-2
2.00
Dark gray,Clay,Very stiff,wlroots
CH
35.9
2
2-4
2.25
Yellowish brown,Clay,Very stiff
CH
33.0
3
4-6
1.25
Dark
gray,Clay,Stiff
CH
32.0
91.0
120.1
4
6-8
1.00
Gray&yellowish brown,Clay,Stiff
CH
28.4
5
8-10
0.25
Gray&yellowish brown,Clay,Sott,w/sand
parting
CH
40.0
6
10-12
0.25
Gray&yellwish brown,Clay,Soft
CH
37.1
7
12-14
0.50
Dark gray,Clay,Medium stiff,Sandy,w/shell
frag-
Cl
35.1
ments
8
14-16
0.50
Dark gray,Clay,Medium stiff,Sandy,w/shell
Cl
18.0
fragments
9
16-18
0.75
Dark gray,Sand,Medium dense,Clayey,w/shell
fra~
ML-Cl 19.6
112.2 134.1
ments
10
18.5.20
2
Gray,Sand,Very 100se,Silty
SM
11
23.5-25
2
GraY,Sand, Very 100se,Silty
SM
12
28-30
0.50
Gray,Clay,Medium stiff,wlshell
fragments and
CH
37.8
sand pockets
13
30-32
1.00
Gray&dark gray ,Clay,Stiff,Sandy,
wlsand
CL
22.2 105.7 129.2
I
QQ9kets and calcareous nodules
14
32-34
0.50
Gray&dark
gray
,Clay,Medium
stiff, w/calcareous-
CH
49.0
nodules
15
34-36
0.25
Dark
gray,Clay,Soft,wlorganic
material
CH
55.6
67.5 105.1
S # ; Sample Number, P P ; Pocket Penetrometer Reading, USC ; Unified
..
SOil Ctasslflcatlon,
..
M c ; MOisture Content
q u ;
Unconfined Compressive Strength, W
0
H ; Weight of hammer, WOP; Weight of pipe
......
62
15
24
68
Mechanical
Analysis
Torvane
Pl
% Passing
Shear
(%)
Strength
#4
#10
#40
#100
#200
I t sf)
22
100.0 100.0 99.7
99.2
10 97.3 97.3 92.8
30.4
98.2 97.6 92.0
20.7
0.35
,90
13
97.1
97.1
95.2
45.6
0.10
.~D
0.20
.!f-b
27 100.0 100.0 100.0
100.0
O:~D
...
.
qu
(tst)
.n
,3~
,lg
..
alt
..
_.~
__
~'_' ~".;._~
.•
_~~
....__
~
___
~_,
____
"'''.,~~
..
~
___
~.·~,~,...:x-~~""<~"~=:'="'~:;.h"=Y'~_~""C'_<A~'~'=""~~~~'"<~_,~==,<,~"u,",=",:=,~,,,",,;~~",;,=~:.~,..,,,",,._,,~_ "-=V"~~~y~~""==""",~=,,,""=D"~"'"'~~';-
'----./
",I
0>'
...
...
'"
z
ci
-"
-,
o
Failure Sketches
0.8
0
0.6
2
0-
;:
m
,;
~
1
0.4
111
'm
-
•
~
a.
E
u
0
0.2
D
Controlled stress
0.0
C8J
Controlled strain
0
Test No.
Type of Specimen
Water content
"
Void rotio
:£
'"
Saturation
Dry density. Iblcu ft
Time to failure.
min
Unconfined
com~ressive
strength. T/sq
Undrained shear strength. T/sq ft
Sensitivity r<ltio
Initial specimen diameter, in.
Initial specimen height, in.
Classification
Dark gray, Cloy, Stiff
IJ..
62
I PL
22
Remarks
-- --------
1
2
Axial Strain,
~
1
Undisturbed
w.
31.9
,.
"0
s.
"
y,
91.0
~
4.07
q,
.71
S,
.36
s..
Do
2.830
H.
5.595
I Pi
4<l
..
..
I
G.
EM 1110-2-1906
Appendix XI
30 Nov 70
I
I
33.a..
4
..
"
..
"
Project
Cflfo.NNEL ENLARGEMENT, CHANNEL TO VICTORiA
Area
Victoria, Texas
Boring No.
91-45
Sample No.
3
Depth
Ei
4-6 ft
Date
4/28/91
UNCONFiNED COMPRESSION TEST REPORT
--- -- -
-
PLATE XI-2
ENG FDRM 3659
1 JUN OS
Ceotest Engineering. Inc.
PLATE
•
•
•
alt
......____.__
.~~
__
~~_._~"
__
.~.~.~_~.~,"_.~,,
.•
,,~~'
__
.~mA.
__
."_~_"',:,_~,_=W."~'~M_~."~~O~,_<".;,~"'""O_~h=~"~'.;_:,,~.=q.".,=~",=u'~";""'==_~"'"&"~_=.~'===M·"""«,"',"-",'='"~=="==='
JOB NO.
14G459
DATE
4/28/91
PROJECT
CHANNEL ENLARGEMENT,
CHANNEL TO VICTORIA,
TEXAS
•
B\'c;<ING NO.
91-45
SAMPLE NO.
9
DEPTH
16-18 ft
SPECIMEN NO.
1
CLASSIFICATION
Dark gray, Sand, Medium dense, Clayey, w/ shell fragments
Tare No.
P-20
Height
5.595 in.
Tare plus wet Specimen
774.77 gm
Average Diameter
2.830 in.
•
Tare plus Dry Specimen
655.01 gm
Initial Area
6.290 sq in.
water Weight
119.76 gm
Volume
35.194 cu in.
Tare Weight
42.59 gm
Volume of Solids
cu in.
Wet specimen
1239.09 gm
Void Ratio
Dry specimen
1036.42 gm
Saturation
~
0
Water Content
19.56 %
Dry Density
112.2 Ib/cu ft
Specific Gravity of Solids
LL = 15
PL = 10
PI =
5
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
lin.
0.001"
in.
<.~/
lb
sq in.
tsf
-------
-------
----------
------------
-----
------
------
------
.0
o.
.000
.0
.0
.000
6.29
.000
.2
10.
.010
3.0
2.3
.002
6.30
.026
.5
20.
.020
6.0
4.6
.004
6.31
.052
.8
30.
.030
10.0
7.7
.005
6.32
.087
1.0
40.
.040
13.0
10.0
.007
6.34
.113
1.2
50.
.050
16.0
12.3
.009
6.35
.139
•
1.4
60.
.060
19.0
14.6
.011
6.36
.165
1.8
80.
.080
25.0
19.1
.014
6.38
.216
2.3
100.
.100
31. 0
23.7
.018
6.40
.267
2.7
120.
.120
36.0
27.6
.021
6.43
.309
3.2
140.
.140
40.0
30.6
.025
6.45
.342
3.5
160.
.160
43.0
32.9
.029
6.48
.366
4.0
180.
.180
45.0
34.5
.032
6.50
.382
4.4
200.
.200
45.0
34.5
.036
6.52
.380
alt
\',...../
"~----
0>
0'
...
'"
z
ci
.D
o
...,
Failure Sketches
0.4
m
0.3
<!
m
0-
;::,
"'
m
Vi
~
0.2
v
.>
m
Q.
~
E
0
U
0.1
o
Controlled stress
0.0
~
Controlled strain
0
Test No.
Type of Specimen
Water content
'0
Void ratio
2
Satur<ltion
E
Dry density. Ib/cu f1
TIme to failure, min
Unconfined
conwressive
strength. T/sq
Undrained shear strength, T/sq ft
Sensitivity r<ltio
Initial specimen diameter. in.
Initial specimen height, in.
1
2
Axiol Strain,
~
1
Undisturbed
Wo
19.6
'"
eo
SO
"
Y.
112.2
~
4.03
q.
.38
S.
.19
S,
Do
2.830
Ho
5.595
'"
"
EM 1110-2-1906
Appendix XI
30 Nov 70
J
,
3
3.~
4
I
,
I
'"
"
I
'"
"I
i
i
1
I
I
,
Classification
Dark gray. Sand. Medium dense. Clayey.
w/
shell fragments
LL
15
Remarks
ENG FORM
3659
1 JUN 65
1
PL
10
1
PI
5
IG"
I
Project
CHANNEL ENLARGEMENT. CHANNEL
TO
VICTORIA
Area
Victoria. Texos
I
Boring No.
91-45
Sample No.
g
I
Depth
EI
16-18 ft
Dale
4/28/91
i
UNCONFINED COMPRESSION TEST REPORT
,
-
-
-
-
_.
PLATE XI-2
Ceotest Engineering. Inc.
PLATE
•
•
•
•
•
alt
.._"...
~.~_~_""~_~,
__
,.__
.
~
...
~:...,.,,~_
..
_.:~.~
__,_...
,",~
___
~~.~_,,~,_~:_.~.,,~,,
__
,"~.~~o_,,=,~<~~""~~ ",,,_~,~<"_.--"~'Y_""~"~~:'~'~~wl-><~.~,_"~~~=:"m~''':~'~'4_';='""~:~'==~'~"~'_'~"'N~~~~'='''~~¥~=_~=''=~'"~_·_~...
•
JOB NO.
14G459
DATE
4/28/91
PROJECT
CHANNEL ENLARGEMENT, CHANNEL TO VICTORIA, TEXAS
B"'..<ING NO.
91-45
SAMPLE NO.
15
DEPTH
34-36 ft
SPECIMEN NO.
1
CLASSIFICATION
Dark gray, Clay, Soft, w/ organic material
t'"
Tare No.
P-9
Height
5.595 in.
Tare plus wet Specimen
477.92 gm
Average Diameter
2.830 in.
Tare plus Dry Specimen
322.32 gm
Initial Area
6.290 sq in.
Water Weight
155.60 gm
Volume
35.194 cu in.
Tare Weight
42.54 gm
Volume of Solids
cu in.
Wet Specimen
970.92 gm
Void Ratio
Dry Specimen
623.92 gm
Saturation
%
Water Content
55.62 %
Dry Density
67.5 lb/cu ft
•
Specific Gravity of Solids
LL
=
68
PL
=
27
PI
=
41
Proving Ring No. 10170
Proving Ring Constant, K = .766 lbs/div.
Elapsed
Dial
Cumulative Proving Ring Axial Axial
Area
Compr.
'rime
Reading
Change
Dial Reading Load
strain Corr.
Stress
nin.
0.001"
in.
lb
sq in.
tsf

Back to top

-------
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-------
----------
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------
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o.
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.0
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6.29
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