1. GEOTEST ENGINEERING. INC.
alt
alt
alt
alt
alt
alt
alt
alt
alt
~
Igl~
0
E-<
U
'"
~
~
0
,..,
::r:
I~I~I~
'"
I
E-<
Po<
E-<
'"
Po<
'"
'"
35
-.-------"---.--.-.--~-,------~-------',.,-
..----.----'-"
I
U. S • ARMY CORPS OF ENGINEERS
I.3KA1
V"
r
~
-
I
I
PAGE
1
'I /
......,
,
Thin Walled Tube
"
~"O
6"
ELEVATION OF HOLE
MANUFACTURER I
s
DES-IG-N-A-TI-O-N-O-F-DR-I-L-L-R-I-G-f'---S~(--------
GROUNDWATER: DEPTH
a
ft., ELEV.
ft., at end of Drilling
WEATHER
Su/1//iV
y.
C!.£,?-r-
DRILLER
ROgU..,. 7#lItJrE.e
LOGGER
:101-1#/1, CEP7;e /
COLOR
(/
Ii
II
Flff
Sf/IV
STRUCTURAL FEATURES
AND COMMENTS
_(/!
SIItf1g L
1/
f I<,tl.J
[L11'1
~()fT
I
l-v/S/lf
LL
FRIJC;t1tFJV7'..f'
/ I
I ,I
,~~~
I'
/1
I
SOfT'
'Ii
It
I
It
"
"
.1',
1/
I'
~
/;'
_
vv IS
A
(I/O
L4'{
'£1'2.
J
~If~"
1If!'I.iJ:BANlN
Tnp
;".;-
--~I~.--.-
CiJly
r,
I'
I
',J,uJ
,-" .
GEOTEST ENGINEERING. INC.
.. j.< ---
;'
,/
)
\
I
alt
(
Project
Channel enlargement channel to Victoria, Victoria, Texas
SUMMARY OF LABORATORY TEST RESULTS
Boring No.
C
on tract No. DACW64
-91-D
-
0001
D
e
r
Iverv
Od
r er N
o.
009
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
1.00
Dark gray.Clay.Stiff
CH
32.0
2
2-4
1.25
Yellowish brown
.Clay
.Stiff
CH
26.3
3
4-6
1.50
Gray&yellowish
brown.Clay.Stiff
CH
28.4
4
6-8
1.50
Gray&yellowish brown,Clay.Stiff
CH
26.0
94.7
119.3
5
8.5-10
2
Gray&yellowish
brown,Silt,Very
100se.Sandy.wl
ML
shell
fra~ments
6
13.5-15
2
Gray.Clay .soft. wlshell
fragments
CH
7
15-17
0.00
Gray. Clay. Very
soft.w/shell
fragments
CH
39.8
8
17-19
0.00
Gray.Clay. Very
soft,wlshell
fragments
CH
39.1
9
19-21
0.00
Gray.Clay,Very
soft.w/shell
fragments
CH
39.1
10
21-23
0.25
Dark gray,Sand,Loose,Clayey,w/sand pockets and
SC
36.7
83.6
114.3
Shell fragments
11
23-25
0.25
Gray,Clay,Soft,Sandy,w/sand pockets and shell
CL
37.8
fragments
12
25-27
0.00
Gray,Clay,
Very soft,Sandy,wlshell
fragments
CL
26.7
13
27-29
3.00
Gray&yellowish brown,Clay, Very stiff,Blocky
CH
26.6
structure
14
29-31
4.00
Gray&yellowish Brown,Clay,Very stiff.Blocky
CH
23.9 103.3 128.0
structure
S # : Sample Number. P P : Pocket Penetrometer Reading. USC : Unified
..
SOil ClassIfication.
..
M c : MOisture Content
q u :
Unoonfined Compressive Strength. W
0
H : Weight of hammer. WOP: Weight of pipe
"Material coarser than No.40 sieve are shell fragments
......
59
38
53
91-56
£/,3,7
1
NqVD
Mechanical Analysis
Torvane
PL
% Passinq
Shear
(%)
Strength
#4
#10 #40 #100 #200
(tsf)
23
99.9
99.7
99.3
94.4
100.0 99.4 99.1
90.4
0.15
,3D
0.15
,JD
18 99.6 98.9 96.3'
49.3
0.10
,,:;) D
0.10
,<?O
0.05
,1O
22 100.0 100.0 98.8
86.0
..
".-,
I."
qu
(tsl)
.5;),
,1-;)...
~·n
..
alt
.
~
__"_____
"_""__._"
__
~.~_e.:~~~~._~._.
__
.",_~.~<
__-
"__
h~'~.'_~~;':'_'-'~_~~';~U_'''_'~_='='~~'_''"~~~'>~~'_'':':'''''''' ""~,,,.~'~='~wm.'''m~''';'~·.=''''=n'=;~~''~~
__
<".~'=-=''Y>'>'''''''''''''~_=~~~=~,,,,"",,,=,,",=~""',
JOB NO.
14G459
DATE
4/30/91
PROJECT
CHANNEL ENLARGEMENT,
CHANNEL TO VICTORIA, TEXAS
BO "
~G
NO.
91-56
SAMPLE NO.
4
DEPTH
6-8 ft
\ ....e;..../
•
SPECIMEN NO.
1
CLASSIFICATION
Gray & yellowish brown, Clay, Stiff
Tare No.
P-21
Height
5.595 in.
Tare plus wet Specimen
867.91 gm
Average Diameter
2.830 in.
Tare plus Dry Specimen
697.60 gm
Initial Area
6.290 sq in.
water Weight
170.31 gm
Volume
35.194 cu in.
Tare Weight
42.78 gm
Volume of Solids
cu in.
wet Specimen
1102.18 gm
Void Ratio
•
Dry specimen
874.69 gm
Saturation
S!-
o
water Content
26.01 %
Dry Density
94.7 lb/cu ft
Specific Gravity of Solids
LL =
59
PL =
23
PI = 36
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
•
-..tn.
0.001"
in.
lb
sq in.
tsf
'--"
-------
----------
------------
-----
------
------
------
.0
o.
.000
.0
.0
.000
6.29
.000
.3
10.
.010
15.0
11.5
.002
6.30
.131
.5
20.
.020
25.0
19.1
.004
6.31
.218
.7
30.
.030
33.0
25.3
.005
6.32
.288
.9
40.
.040
37.0
28.3
.007
6.34
.322
1.0
50.
.050
41.0
31.4
.009
6.35
.356
1.2
60.
.060
45.0
34.5
.011
6.36
.390
1.5
80.
.080
50.0
38.3
.014
6.38
.432
1.9
100.
.100
54.0
41. 4
.018
6.40
.465
2.2
120.
.120
56.0
42.9
.021
6.43
.480
•
2.6
140.
.140
58.0
44.4
.025
6.45
.496
2.9
160.
.160
59.5
45.6
.029
6.48
.507
3.2
180.
.180
61.0
46.7
.032
6.50
.518
3.5
200.
.200
62.0
47.5
.036
6.52
.524
3.8
220.
.220
62.0
47.5
.039
6.55
.522
"'
•
'"
i
\ .....,/
alt
--,-,----~-~,
,____
~,,~_.,_~._~,~~_~~_'
._."<",.:,.__
.~"~_"~:~",=_",,_~~~,,,.~y.o~_{,,,_~,_~~~,~",~,,:,~.=~~""'~r:.~~;:"",·j""O",,,=~,,.~,,;.,,.,,,.<n.==--='-~'==-="V'~=~'-==~-~ ,~~.~="':~.
_="""'".
0>
~
""
Z
o
.0
-,
o
Failure Sketches
0,8
~
0.6
.;
<T
•
;::.
ii1
,;
•
~
0.4
'm
Q.
~
•
~
E
u
0
0.2
o
Controlled stress
0.0
C8J
Controlled strain
0
Test No.
Type of Specimen
Waler <;.onlent
"0
Void ratio
~
Saturation
Dry
density.
Ibl
cu ft
Time to failure, min
Unconfined comftressive
strength. T/sq t
Undrained shear strength, T/sq ft
Sensitivity ratio
Initiol specimen
dOlometer,
in.
Initial specimen height, in.
1
2
AxiQI Strain.
~
1
Undisturbed
Wo
26.0
,.
eo
So
,.
r.
94.7
t.
3.53
q"
,52
S,
.26
S,
Do
2.830
Ho
5.595
,.
,.
EM 1110-2-1906
Appendix XI
30 Nov 70
,
3
3.&
4
'"
,.
'"
,.
Classification
Gray & yellowish brown, Cloy. Stiff
II
59
Remarks
-------
ENG FORM 3659
1 JUN 65
I PL
23
I PI
36
I
G.
ProjElct
CHANNEL ENlARGEMENT. CHPNNEL TO VlCTORIA
Areo
Victoria, Texas
Boring No.
91-56
Sample No.
4
Depth
EI
6-8
ft
Dote
4/30/91
UNCONFINED COMPRESSION TEST REPORT
PLATE XI-2
Ceotest Engineering. Inc.
PlJITE
•
•
•
i,1
•
•
•
alt
"_~~"_<,,,~,~~~~~~"=""
__
w~~~~
__
,=.~
__
=,,,,~,~~J»'~'="~~'_ ~,,>=>,,""~,,~_,,<,,"»=~=~,,;",,";.~h~cl=~_';"~""~""'~.~==,,,.;"~=C,,'""'"=="~~~,==~~=,,~'''''''''''~===,
JOB NO.
14G459
DATE 3/18/91
•
PROJECT
CHANNEL ENLARGEMENT, CHANNEL TO VICTORIA, TEXAS
BO:~:~G
NO.
91-56
SAMPLE NO.
10
DEPTH
21-23 ft
SPECIMEN NO.
1
CLASSIFICATION
Dark gray, Sand, Loose, Clayey,
wi
sand pockets & shell fragments
Tare No.
P-26
Height
5.595 in.
Tare plus Wet Specimen
724.40 gm
Average Diameter
2.830 in.
•
Tare plus Dry Specimen
541.43 gm
Initial Area
6.290 sq in.
Water Weight
182.97 gm
Volume
35.194 cu in.
Tare Weight
42.61 gm
Volume of Solids
cu in.
Wet Specimen
1055.58 gm
Void Ratio
Dry Specimen
772.30 gm
Saturation
l!,
0
Water Content
36.68 %
Dry Density
83.6 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
10.
.010
1.5
1.1
.002
6.30
.013
.4
20.
.020
2.5
1.9
.004
6.31
.022
.6
30.
.030
3.5
2.7
.005
6.32
.031
.7
40.
.040
4.5
3.4
.007
6.34
.039
.9
50.
.050
5.5
4.2
.009
6.35
•
.048
1.1
60.
.060
6.5
5.0
.011
6.36
.056
1.5
80.
.080
8.0
6.1
.014
6.38
.069
1.8
100.
.100
10.0
7.7
.018
6.40
.086
2.2
120.
.120
12.0
9.2
.021
6.43
.103
2.5
140.
.140
13.0
10.0
.025
6.45
.111
2.8
160.
.160
13.0
10.0
.029
6.48
.111
•
•
alt
__,__' _',___
' ,_', _',__
~_",
_________
~~~_,~
____
~~
__ "'_, ___ ,_,___,,__
~."'_~"
___
~,
__
~,_~
__
~_"~~"~_""
______
';""~M"_~
__
"_~
__"
,
'1
'''----,
0),
~I
'"
o
Z
..,
.l:l
o
Failure Sketches
0,12
0,09
'"
<T
~
;:
.;
'"
~
.:::. 0.06
</)
.~
E
'"
0.
E
0
<>
0,03
o
Controlled stress
0,00
0
~
Controlled stroin
Test No.
Type of Specimen
Water content
"0
Void ratio
;e
Saturation
E
Dry density. Ib/cu ft
Time to failure, min
Unconfined comftressive
str.nglh. T/sq t
Undrained sheor strength, T/sq ft
Sensitivlty rolio
Initial specimen diameter, in.
Initial specimen height. in.
1
2
Axial Strain. Sf;
1
Undisturbed
w,
36,7
'"
eo
S.
,.
y,
83,6
to
2.48
q,
,11
S,
.06
S,
D.
2,830
H.
5.595
,;jt:
,~
,.
,.
EM 1110-2-1906
Appendix XI
30 Nov 70
I
3
4
1
,.
",
,
,.
'"
Classification
Dark gray, Sand. Loose, Clayey.
wi
sand pockets & shell fragments
LL
38
Remarks
-
-
-
ENG FORM 3659
1 JUN 65
I PL
18
I PI
20
I
G.
1
Project
CHANNEL ENLARGEMENT. CHANNEL
TO
VICTORIA
I
Area
Victoria, Texas
Boring No.
91-56
Sample No,
10
~~pth
21-23
ft
Dot.
3/18/91
UNCONFINED COMPRESSION TEST REPORT
PLATE XI-2
Ceotest Engineering. Inc.
PLATE
•
•
•
•
'i.
:- I
•
alt
~~'.
______....__..._
.._......___
~_
.••
_.~.~
.....":...._...."';"'....c......_....
~
............
~_
..........
,.~
....".....
~.~.~
....._._..
~
..
~_
.....c........
~
..
_~
.......
~._
.. ' ..
~
__...,..
JOB NO.
14G459
DATE
4/30/91
PROJECT
CHANNEL ENLARGEMENT,
CHANNEL TO VICTORIA,
TEXAS
;~
Bd~_."NG
NO.
91-56
SAMPLE NO.
14
DEPTH
29-31
SPECIMEN NO.
1
CLASSIFICATION
Gray & yellowish brown, Clay, Very stiff, Blocky structures
Tare No.
P-30
Height
5.595 in.
Tare plus Wet Specimen
837.64 gm
Average Diameter
2.830 in.
Tare plus Dry specimen
684.24 gm
Initial Area
6.290 sq in.
•
Water weight
153.40 gm
Volume
35.194 cu in.
Tare Weight
42.93 gm
Volume of Solids
cu in.
Wet Specimen
1182.48 gm
Void Ratio
Dry Specimen
954.23 gm
Saturation
%
Water Content
23.92 %
Dry Density
103.3 Ib/cu ft
specific Gravity of Solids
LL =
53
PL =
22
PI =
31
Proving Ring No. 10170
proving Ring Constant,
K =
.766 Ibs/div.
•
Elapsed
Dial
Cumulative Proving Ring Axial Axial
Area
Compr.
T:i,me
Reading
Change
Dial Reading Load
strain Corr.
stress
.
'en.
0.001"
in.
Ib
sq in.
tsf
-~----
-------
---------- ------------
----- ------
------
------
.0
o.
.000
.0
.0
.000
6.29
.000
.3
10.
.010
65.0
49.8
.002
6.30
.569
.6
20.
.020
120.0
91.9
.004
6.31
1. 048
•8
30 .
.030
165.0
126.4
.005
6.32
1.439
1.0
40.
.040
197.0
150.9
.007
6.34
1. 715
1.3
60.
.060
215.0
164.7
.011
6.36
1. 865
1.8
80.
.080
255.0
195.3
.014
6.38
2.204
•
2.0
100.
.100
270.0
206.8
.018
6.40
2.325
2.4
120.
.120
285.0
218.3
.021
6.43
2.445
2.7
140.
.140
296.0
226.7
.025
6.45
2.530