.. '.
PRELIMINARY INVESTIGATIONS OF SUBMERGED AREAS
Delivery Order Number'
0
d:)
Date_'
f-J,,-Of-'~=-<l+{bl!..:
t+-.o
___
~
ProjectPo.l
Wgo(tV1k
Coordinates:
i..o~ati6n I~
Number
)C
).;It;
3'-:1;,-'9-?1"'-";)...,-'---'---~
..
::f~q
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'.y
Dk)'t I,r
.
WaterD~pth
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.1 ;
~
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...Pipe Length
p:; ;,
nIts .
...
Tide Staff Readings:
.
Time
.. Reading .
Morning
'. __.,-
.Mid-Day ___
'Evening
~
.. __
Push No.1
·Time~'.o'f
. ••...•.....
Weight ,of Pipe Penetration (WOP)
~
Comment"-.._$,....'",,,-.....,;'''::..'-' _'.__
~
__
.. One-Hand
Push(40~lb)
DepthY.5 . ,. COmments,......,S....A....
-=~c.;:L=--
_____
....
.......
i
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. : .... " ...
,Two-HandPush to Refusal-
Depth~
"
Comments
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L
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~
'X
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'a.£
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\~bk
.s: $1".11
'-9.tcg,
• '. Push
N~;2
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'.Time
8!.17. ..•.....
•
WeightofPipePenetration.(WOP)~.
Comment.
<;~
Lt.
.'
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.. One-Mand
Push.(40~lb)Oepth
'1-,
'..
'Comments
'ALL
hi
$
iii
Lr&flAt"+"~'c:k
One-Hand Push (70-lb) Depth 5 ,3
Comments .(;
L
~
:;
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.
Two-Hand t:ush to Refusal-DepthU
Comments-,S,,-J.,-,-<.~ll
______
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<; 1.''\1 .
, Hand Proving Ring Penetrometer
T~st?
.
¥~2
Hand Vane Shear Test? ..
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"'Techni~ian
(ProbeHarid-Ie-r)';".'-1'\'\-.
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A39
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HAND CONE PENETRATION TEst (CPT)
Delivery Order NumberD.:2 .
Project
t\
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Location 10 Number:...._.
....:r.L..-.:._11-.._____
.. Time
53
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WeightofProvirig Ring,_..,...-
.
Weight of RodSection
13/1..5
..
Weight of Rod Penetration,_J"'-!..,O=-__--' . Number of
ROdS--la~
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Comments~~_---'
_______
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th
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Rods
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Comments
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Comment
c..l. w;,,\..
:\:0 4.
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End .. Dial No.
Comment
.' Depth
BQQ§
-- -- -- ---'-----
--'-','--
-_._-
--
-------
-~---,.-:..
----
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--'-'-----
--------~-
-'--'
---_._-------'
--.
--
----~----
-'
--
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--.
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Hand Cone Penetrometer Test and Analysis:
RTB 11/8/4
Project:
Location:
Delivery Order #:
Date
of Testing:
HCPT
- BayBottom
10
(MLT in
tt)
J9
-0.2
-0.2
-0.2
-0.2
-0.2
-0.2
-0.2
-0.2
-0.2
-0.2
-02
-0.2
-0.2
-0.2
-0.2
-0.2
-0.2
-0.2
-0.2
-0.2
-0.2
-0.2
-0.2
-0.2
Aransas National Wildlile Ref. - BUS Site
"J".
Dunham Bay located outside 01 Rockport, TX
0023
10/20/04
to
10/22104
Water
# 01
Rod
Thickness
Depth
(tt)
Rods
End-depth
(tt)
Soil Layer
(tt)
2.2
3
3.0
0.8
2.2
3
3.3
1.1
2.2
3
3.6
0.3
2.2
3
4.0
0.4
2.2
3
4.6 .
0.6
2.2
3
4.9
0.3
2.2
3
5.0
0.1
2.2
3
5.3
0.3
2.2
3
5.6
0.3
2.2
3
5.9
0.3
2.2
3
6.0
0.1
2.2
3
6.3
0.3
2.2
3
6.6
0.3
2.2
3
6.9
0.3
2.2
3
7.0
0.1
2.2
3
7.3
0.3
2.2
3.
7.6
0.3
2.2
3
7.9
0.3
2.2
3
8.0
0.1
2.2
3
8.3
0.3
2.2
3
8.6
0.3
2.2
3
8.9
0.3
2.2
3
9.0
0.1
2.2
3
9.2
0.2
Total Unit WI.
N,
ot
Soil (pct)
factor
90
9
110
13
110
13
110
13
110
13
105
12
110
13
105
12
110
13
105
12
105
12
110
13
105
12
110
13
110
13
110
13
110
13
110
13
110
.13
105
12
110
13
110
13
110
13
110
13
Problnq R$sults
Resistance
Depth1 '
Weight
of Pipe
4
1
HP (40Ibs)
4.5
1
HP (70Ibs)
4.9
2 Hand Relusal
6.1
Total
Dial
Dial Conv.
Stress (psi)
Reading
X(lb)
72.0
0
0.7
193.0
121
38.7
226.0
87
28.1
270.0
97
31.2
336.0
117
37.5
367.5
64
20.8
378.5
98
31.5
410.0
78
25.2
443.0
110
35.3
474.5
68
22.1
485.0
62
20.2
518.0
152
48.5
549.5
49
16.1
582.5
81
26.2
593.5
104
33.4
626.5
158
50.4
659.5
155
49.4
692.5
100
32.1
703.5
100
32.1
735.0
78
25.2
768.0
89
28.7
801.0
193
61.4 .
812.0
219
69.6
834.0
286
90.6
Depth2 '
MLT1'
2.9
-2.0
4.9
-2.5
5.3
. -2.9
5.3
-4.1
Capacity
shear str.
q, (psi)
Su (psf)
2.7
35
40.7
436
30.0
315
33.2
346
39.4 .
411
22.8
243
33.5
342
27.2
292
37.2.
378
24.0
249
22.2
225
50.4
519
18.1
171
28.1
267
35.4
346
52.3
531
51.4
518
34.1
324
34.1
324
27.2
265
30.6.
280
63.3
640
71.5
730
92.6
961
MLT2'
-0.9
-2.9
-3.3
-3.3
Below
Mudline
(tt)
0.8
1.1
1.4
1.8
2.4
2.7
2.8
3.1
3.4
3.7
3.8
4.1
4.4
4.7
4.8
