..
;.
-,
-.
E-<
W
W
r..
'"
E-<
p..
W
'"
o
~,
~;·I
H
:iju
wo
13
>::.0
~o
0...<
HO:>
____
I
ZH
..
wp..
p..'"
--.-----.--.--..
-
..
----.-.------.~
....-.-..
-."-.-~--.---'"---.------~---~-.~--.--
U. S. ARMY CORPS OF ENGINEERS
BORING NO.
({_'t)
JOB NO.
I
L(
C
if if
(:;
PROJECT
CH/lMf't'{
,-
j/.£-
~
j/"",';
LOCATION !/.z
C
7
(J
~.?
/l
(,)/)l /J
//£'
c:.
13p41
o
6"
ELEVATION OF HOLE ______________________
~~~---------------
MANUFACTURER'S DESIGNATION OF DRILL RIG __
~;:~~?~/_-
_______________
______ ft., at end of Drilling
STRUCTURAL'FEATURES
AND COMMENTS
to 0T
tJ
'-eJ
- I ..
-or:
'''',.,..~rr.rl-_--
..
-+-::-:::-::,-c,-I·"·---,,--~·''·-,,+;,=L,,·''T''-
""-
.",,,-.,,,--""'~" '''=~''='"''''-'
--+-1
1.\1."-1
f'
I
I
.'I~-J
Ii"
II
Ii
/I
i I
,
.1
II
/1
\ I
II
1'1
'JIi
'f,
~)
~I
I'
itl
J/I
~II
tv
kl
II
))
I
t,
1/
I,
1/
I
'I
;, 1'/
if
"I
il'
IYj
J7'jr,'
,J!tfi//Jj
-r,v/S/!!I{) .fEJl/J1J
J~~!7;
-w /
SHlLL flf/tC,£
"",,..,u.,l-,.-!
te/)~
/'1'
"
GEOTEST ENGINEERING, INC.
Project
Channel enlargement channel to Victoria, Victoria, Texas
SUMMARY OF LABORATORY TEST RESULTS
Boring No.
Contract
No. DACW64-91.D-000I
Delivery Order No.0009
SPT
Dry
Wet
Depth
PP
Blows
Visual
USC
Me
Unit
Unit
LL
S#
(ft)
(tsf)
per
Classification
(%)
Wt
WI
(%)
Foot
(pcl)
(pet)
1
0-2
2.00
Dark gray,Clay,Very stiff
CH
29.3
2
2.4
2.00
Dark gray,Clay,Very stiff
CH
29.7
3
4.6
2.25
Gray&yellowish
brown,Clay,Very
stiff.Silty
CL
25.0
99.7 124.6
4
6.8
1.00
Gray&yellowish brown,Clay,Stiff
CH
30.6
5
8.10
1.00
Gray&yellowish
brown.Clay,Still
CH
3 1.0
6
10.12
1.50
Gray&yellowish brown. CI<lY.Stitt .Blocky
<;tructure
CH
35.0
7
12.14
1.50
Gray&yellowish
brown. Clay.Stiti. Blocky
structure
CH
39.0
81.9
113.8
8
14.16
0.50
Gray,Clay,Medium stiff,w/sand pockets and shell
CH
36.8
fr~9ments
9
16.18
0.75
Gray.Clay.Medium
stiff,w/sand pockets
and shell
CH
38.1
fraqments
10
18-20
0.50
Gray.Clay.Medium
stiff
,w/sand
pockets
and shell
CH
38.4
fragments
11
20.22
0.50
Gray.Clay.Medium
stiff,w/sand pockets
and shell
CH
34.7
fragments
12
22.24
0.50
Gray,Clay,Medium stiff,w/sand pockets and shell
CH
61.3
fraqments
13
24-26
0.50
Dark gray.Clay.Medium
stitl.w/shell
fragments
CH
64.2
61.9
101.7
14
26-28
0.50
Dark gray.Clay.Medium
stiff,w/sand pockets
and
CH
41.3
shell fragments
15
28-30
0.50
Dark gray,Clay,Medium
stiff,w/sand pockets
and
CH
48.7
shell fragments
16
30-32
0.25
Dark gray,Clay,Solt,w/sand pockets
and shell
CH
44.4
fragments
17
32-34
0.50
Dark gray,Clay,Medium stitl,Sandy,w/sand pockt-
CL
37.8
83.4 114.9
s and shell fraoments
....
S # : Sample Number, P P : Pocket Penetrometer Fleadlng, USC : Unified SOil ClaSSification, M c : MOisture Content
q u : Unoonfined Compressive Strength, W
0
H : Weight of hammer, WOP: Weight of pipe
...
.
.
.
39
61
84
38
91.43
Mechanical Analysis
PL
%
Passing
(%)
#4
#10 #40 #100
20 100.0 100.0 99.7
21 100.0 100.0 99.9
31
100.0 99.9 99.1
18
100.0 99.6 96.8
.
.
Torvane
Shear
qu
Strength
(tsf)
#200
( tsf)
98.6
.10'1
99.0
.5&
90.1
.38
58.4
.i.JG
.
.
..
Project
Channel enlargement channel to Victoria, Victoria, Texas
SUMMARY OF LABORATORY TEST RESULTS
Boring No.
Contract
NOW
o.
AC
64.91-0-0001
Deliverv Order
N0.0009
SPT
Dry
WeI
Depth
PP
Blows
Visual
USC Mc
Unit
Unit
LL
S#
(ft)
(tsf)
per
Classification
(%)
Wt
Wt
(%)
Foot
. (pcf)
.lpcfl
18
34-36
1.00
Dark gra y, Cia y, Stiff, Sandy
CL
22.6
S # : Sample Number, P P : Pocket Penetrometer Reading, USC : Unified SOil Classlflcalion,
..
M c : MOisture Content
q u : Unconfined Compressive Strength, W
0 H : Weight of hammer, WOP: Weight of pipe
.
.
.
.
....
---
91-43
Mechanical Analysis
PL
%
Passinq
(%)
#4
#10 #40 #100
..
(
Torvane
Shear
qu
Strength (tsf)
#200
(1st)
..
______
'
__
'_~'
__' __
'~"'--
__
"'''''''':''~'_~"'''O
__
'''~'_''~~'_'''_''"_'M_'''_,"
....
,,~,_:~.~~"~.~"O,
.•
~,=~~.~~~=<',~""~<~~,~w..~~,,~.=,,~O~>
..
~m.~"~,,.,O'='''".~'''=>"'''';_'~'~""~=.~~
..
=~~=.~~'=-~m«~==="'~~=,,~.=~~,~~.,,.;=,,~,,>,';"==,,·<"r~~-:_.
''-.........--
'-.:.:./
~
...
<:>
o
Z
.D
-,
o
Failure Sketches
0.8
~
0.6
i
;:
m
0-
,;
m
iii
~
0.4
'm
~
m
~
0-
a
f
(.l
0.2
D Controlled stress
0.0
C8J Controlled strain
0
Test No.
Type of Specimen
WalfiJf content
w,
'0
Void ratio
:s
'"
Saturation
..
So
Dry density, Ib/cu It
r.
Time to failure. min
~
Unconfined comftressive
strength, T/sq t
q,
Undrained shear strength, T/sq ft
S,
Sensitivity r<ltio
S.
Initiol specimen diameter, in.
Do
Initial specimen height. in.
H,
2
4
Axi<ll Strain.
~
1
Undisturbed
25.0
,.
,.
99.7
6.28
.65
.32
2.830
5.595
I
,
,
,
~,O
..
..
EM 1110-2-1906
Appendix XI
30 Nov 70
6
8
..
,.
..
,.
Classification
Groy & yellowish brown, Cloy, Very stiff, Silty
ll.
39
Remarks
ENG FORM 3659
1 JUN 65
I PL
20
I PI
19
I
G.
Project
CHANNEL ENlARGEMENT, CHANNEL TO
~CTORIA
Area
Victoria, Texas
Boring
No.
91-43
Sample No.
3
Depth
EI
4-6
ft
Dole
4/28/91
UNCONFINED COMPRESSION TEST REPORT
PLATE XI-2
Geotest Engineering. Inc,
PLATE
'JOB NO.
14G459
DATE
4/28/91
PROJECT
CHANNEL ENLARGEMENT, CHANNEL TO VICTORIA, TEXAS
B\"~dNG
NO.
91-43
SAMPLE NO.
7
DEPTH
12-14 ft
SPECIMEN NO.
1
CLASSIFICATION
•
Gray & yellowish brown, Clay, Stiff, Blocky structure
Tare No.
P-26
Height
5.595 in.
Tare plus wet Specimen
845.08 gm
Average Diameter
2.830 in.
Tare plus Dry Specimen
619.82 gm
Initial Area
6.290 sq in.
Water Weight
225.26 gm
Volume
35.194 cu in.
Tare Weight
42.61 gm
Volume of Solids
cu in.
Wet Specimen
1051. 63 gm
Void Ratio
Dry Specimen
756.43 gm
Saturation
%
Water content
39.03 %
Dry Density
81.9 lb/cu ft
Specific Gravity of Solids
LL = 61
PL =
21
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
iin.
0.001"
in.
lb
sq in.
tsf
-------
"-
-------
----------
------------
-----
------ ------
------
.0
.3
10.
o.
.000
.010
16.0
12.3
.0
.000
.002
6.29
6.30
.000
.140
•
.5
20.
.020
30.0
23.0
.004
6.31
.262
.8
40.
.040
42.0
32.2
.007
6.34
.366
1.3
50.
.050
52.0
39.8
.009
6.35
.452
1.5
60.
.060
55.0
42.1
.011
6.36
.477
1.9
80.
.080
59.0
45.2
.014
6.38
.510
2.3
100.
.100
61.0
46.7
.018
6.40
.525
2.8
120.
.120
62.5
47.9
.021
6.43
.536
3.2
140.
.140
64.0
49.0
.025
6.45
.547
3.7
160.
.160
65.0
49.8
.029
6.48
.554
4.1
180.
.180
65.0
49.8
.032
6.50
.552
•
•
""_/
"-.-'
())
~I
'"
"<t
z
ci
-"
-,
o
Failure Sketches
0.8
~
0.6
~
0-
m
;:e-
m
iii
~
0.4
.;;;
~
>
m
~
Q.
E
0
(J
0.2
D
Controlled stress
0.0
C8J Controlled strain
0
Test No.
Type of Specimen
Water conlent
Q
Void rotio
~
Sotur<Jtion
Dry density. Ib/eu It
Time to failure, min
Unconfined COrYtressive
strength. T/sq
Undrained shear strength, T/sq
ft
Sensitivity ratio
Initial specimen diameter, in.
Initial specimen height. in.
1
2
Axial Strain.
~
1
Undisturbed
.,
39.0
,.
eo
So
,.
1'.
81.9
~
3.68
q,
.55
S,
.28
S.
0,
2.830
H,
5.595
,.
"
EM
1110-2-1906
Appendix XI
30 Nov 70
I
2.'f3
4
,.
,.
"
,.
Classification
Gray & yellowish brown. Cloy. Stiff. Blocky structure
LL
61
Remarks
ENG FORM 3659
1 JUN 6S
I PL
21
I PI
40
I
G.
Project
CHANNEL ENlARGEMENT, CHANNEL TO VICTORIA
Areo
Victoria, Texas
Boring No.
91-43
Sample No.
7
Depth
12-14 ft
Dole
4/28/91
EI
UNCONFINED COMPRESSION TEST REPORT
PLATE XI-2
Geotest Engineering. Inc.
PLATE
•
•
•
•
•
•
._"..._.__._..--.:....__._..:...:.._"._•.
~,~
_____
~"_.~_,_~_~.,~'"
,._'"_._'"'.,'"--~,,~,
..
_,.o.~~~.""
.•
,_,~~.~_,o_~~.~~~;"'"~....-~_W~.«~~".'"'"A''''~.=~~.~"~
...•
_,;,,.~,,~''''~~''.''.m=~m;
•.
';'''~'"
..
'"=.,="_,=-='""'.~""~e~'<"'~'~=<,,=,=='"""~~.,:.,.<;~="'"""""''''''"~""'"'
.
JOB NO.
14G459
DATE
4/28/91
PROJECT
CHANNEL ENLARGEMENT,
CHANNEL TO VICTORIA, TEXAS
e;....cING NO.
91-43
SAMPLE NO.
13
DEPTH
24-26 ft
SPECIMEN NO.
1
CLASSIFICATION
Dark gray, Clay, Medium stiff, w/ shell fragments
Tare No.
P-27
Height
5.595 in.
Tare plus Wet Specimen
656.32 gm
Average Diameter
2.830 in.
Tare plus Dry Specimen
416.37 gm
Initial Area
6.290 sq in.
Water Weight
239.95 gm
Volume
35.194 cu in.
•
Tare Weight
42.86 gm
Volume of Solids
cu in.
Wet Specimen
939.20 gm
Void Ratio
Dry Specimen
571.84 gm
Saturation
!l,
0
Water content
64.24 %
Dry Density
61. 9 lb/cu ft
specific Gravity of Solids
LL
=
84
PL
=
31
PI
=
53
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
.3
10.
.010
15.0
11. 5
.002
6.30
.131
. 5
20 .
.020
23.0
17.6
.004
6.31
.201
.8
30.
.030
28.0
21.4
.005
6.32
.244
1.0
40.
.040
32.0
24.5
.007
6.34
.279
1.2
50.
.050
35.0
26.8
.009
6.35
.304
1.5
60.
.060
37.0
28.3
.011
6.36
.321
1.9
80.
.080
40.0
30.6
.014
6.38
.346
•
2.3
100.
.100
42.0
32.2
.018
6.40
.362
2.8
120.
.120
43.0
32.9
.021
6.43
.369
3.2
140.
.140
44.0
33.7
.025
6.45
.376
3.6
160.
.160
45.0
34.5
.029
6.48
.383
4.0
180.
.180
44.0
33.7
.032
6.50
.373
•
.
'-.~"
\
'-'
'-'-'-'
(J')i
<I),
...
"
...
o
Z
-,
.t>
o
Failure Sketches
0.4
ill
0.3
'"
0-
~
;:
,;
~
~
0.2
.~
'"
~
~
a.
~
E
u
0
0.1
o
Controlled stress
0.0
~
Controlled strain
0
Test No.
Type of Specimen
Water content
'0
Void rotio
"'
£
Saturation
Dry density. Ib/cu It
Time to failure, min
Unconfined
comRressive
strength. T/sq
Undrained shear strength, T/sq ft
Sensitivity rotio
Initial specimen diameter, in.
Jnitial specimen height. in.
1
2
Axial Strain,
~
1
Undisturbed
Wo
64.2
"
eo
So
"
y,
61.9
~
3.60
q,
.36
S,
.19
S.
Do
2.830
Ho
5.595
"
"
EM 1110-2-1906
Appendlx XI
30 Nov 70
i
r
I
.
r
,
I
MP
4
"
"
"
"
Classification
Dark gray, Cloy, Medium stiff,
wi
shell fragments
LL
64
Remarks
ENG FORM 3659
1 JUN 65
I PL
31
I PI
53
IG.
Project
CHANNEL ENlAAGEMENT. CHANNEL TO VICTORIA
Area
Victoria, TexQs
Boring No.
91-43
Sample No.
13
Depth
EI
24-26 ft
Dole
4/28/91
UNCONFINED COMPRESSION TEST REPORT
PLATE XI-2
Ceotest Engineering, Inc.
PLATE
•
•
'.
•
•
•
JOB NO.
14G459
DATE
4/28/91
PROJECT
CHANNEL ENLARGEMENT, CHANNEL TO VICTORIA, TEXAS
B-...dNG NO.
91-43
SAMPLE NO.
17
DEPTH
32-34 ft
SPECIMEN NO.
1
CLASSIFICATION
Dark gray, Clay, Medium stiff, Sandy, w/ sand pockets & shell fragments
•
Tare No.
P-16
Height
5.595 in.
Tare plus Wet Specimen 1104.52 gm
Average Diameter
2.830 in.
Tare plus Dry Specimen
813.50 gm
Initial Area
6.290 sq in.
Water Weight
291. 02 gm
Volume
35.194 cu in.
Tare Weight
42.83 gm
Volume of Solids
cu in.
Wet Specimen
1061.69 gm
Void Ratio
Dry Specimen
770.67 gm
Saturation
~
