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PRELIMINARY INVESTIGATIONS :OF SUBMERGED AREAS
.
DeH.veIYOrderNumtier.£~"
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Project
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AI\!
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.Location ID Number' ....
4-7 .' •
Coordinates:)f ..1('3(,
'55"0
..
.' .'.' .'
..l
l
'h.3l¥lJ:
.
Water Depth
~
..1 .ca .'.
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Pipe Length
(5'" .
t:31~
1.
·'D~te lobllo~
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,
,Tide Staff Readings: '.
..... Time 'F\eading
Morning
.~._---,-
Mid-Day
... : Evening ---
Push No.1.' ". .
Ti~e
¥'<'
(51
'
.. Weight ofPipe Penetration
(WOP)~
.Comment. 't'l .G
L'
. One-Hand Push (40-lb)
D~pth
5.5
.Cominent....
s
.L..:..........
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One-Hand Push
(70~lb
)Depth
5
.1.
.'. Cor:nments,....
5~1l~C.=-t...::-·
"":
..__.:.--__
'.. -Two-HandPush.to
Ref~al ~ p~p.th
" ., '.' Comments
S
If
-I- '5
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("
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Push No.2 .
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Ti~e tf~:).>·
'. Weight of Pipe Penetration (WOP)
s..
5' .'
coniment.~
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On~-Hand
Push
(40~lb)
Depth :; .1.
Comments '"
~
go -1-1-0",
One-Hand Push (70-lb) Deptl) .
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.Comments_."'-S""'A_______
Two-Hand
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J'r\.,K...
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HAND CONE PENETRATION TEST' (CPTl
Delivery Order Number
0
Po}
Date
It;
b
I tr
"
Project,-~
_______________-,--_____
Location 10 Number
:[-1
Weight of Proving Ring
,
Time
l.{:? I
_----""--J.--_~__
Weight of Rod S«;lction
(l
III
Weight of Rod Penetration_4-\-:-!:,
0'---_-'-_
' Number ofRods,_'-,3::.-__
CommentS_'
~
___-:-_____
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,End
Dial No.
Comment
,
,End
Dial' No.
Comment
, ,DePth.
Rods
Depth
Rods
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S~LL ~I\
Mc,t..@
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rr
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Hand Cone Penetrometer Test and Analysis;
RTB 11/8/4
Project;
Location;
Delivery Order
#;
Date of Testing;
HCPT - Bay Bottom
ID
(MLT in It)
d7
-0.6
-0.6
-0.6
-0.6
-0.6
-0.6
-0.6
-0.6
-0.6
-0.6
-0.6
Aransas National Wildlife Ref. - BUS Site
"J"
Dunham Bay located outside of Rockport. TX
0023
.
10/20/04
to 1
0/22104
Water
#
of
Rod
Thickness
Depth
(It)
Rods
End-depth
(It) Soil Layer (It)
2.8
3
4.0
1.2 .'
2.8
3
4.6
1.8
2.8
3
4.9
0.3
2.8
3
5.3
0.4
2.8
3
5.6
0.3
2.8
3
6.0
0.4
2.8
3
6.3
0.3
2.8
3
6.6
0.3
2.8
3
6.9
0.3
2.8
3
7.0
0.1
2.8
3.
7.1
0.1
Probina Results
Resistance
Weight of Pipe
1 HP (401bs)
1 HP (701bs)
2 Hand Refusal
Total Unit
WI.
Nk
Total
Dial
01
Soil (pc/)
factor Stress (pst) Reading
90
9
108.0
0
90
9
270.0
0
100
11
300.0
12
90
9
336.0
0
1.00
11
366.0
28
105
12
408.0
66
110
13.
441.0
89
105
12
472.5
54
110
13
505.5
110
110
13
516.5
240
110
13
527.5
248
;g
04
Depthl '
Depth2 '
MLT1'
MLT2'
Average
3.4
3.5
-1.2
-1.3
-1.3
5.5
3.7
-3.3
-1.5
-2.4
5.7
3.9
-3.5
-1.7
-2.6
6.1
4.0
-3.9
-1.8
-2.9
-------
Dial Conv. Capacity shear str.
Below
- Elev.
X(lb)
q, (psi)
Su (pst)
Mudllne (ft)
MLTin ft,
0.7
2.7
31
1.2
-1.8
.
0.7
2.7
13
1.8
-2.4
4.5
6.4
57
2.1
-2.7
0.7
2.7
5
2.5
-3.1
:
9.5
11.5
117
2.8
-3.4
21.5
23.4
247
3.2
-3.8
28.7
30.6
305
3.5
-4.1
17.7
19.6
196
3.8
-4.4
35.3
37.2
