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. PRELIMINARY INVESTIGATIONS OF SUBMERGED AREAs •..•
• Delivery Order
'Number~=~?
.Date
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. ProJect.. {\ N
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Location ID Number.. .
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Tide Staff Readings:
Coordinates:X:..J#;!:<.·.:::.(o...£}~c..:..:!"i!...7'-43>
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Reading
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••. Weight ofPipe Penetration (V\iOP)
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Comment"-··.J.~Ll"',-,=L:..!L=-·_·-.:....
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.. One-Hand Push (40-lb) Depth
i.
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. One-Haile! PUsh (70-lb) Depth '}.
5"
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Comments,--...._______--
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3.5"
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...... -Twq-Hal]d Push to Refusal- Depth.2..:2. . Comments'
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Comments
tot-'\-
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Two-Hand Push to Refusal- Depthn, Comments
$
4
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.' Hand Proving Ring Perietrometer Test? ..'
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Delivery Order Number
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, Project
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Location ID Number
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Weight of Proving Ring_.
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Time
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Weight of Rod Section 13
Its
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Comments
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Comment
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Dial No.
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Depth
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Hand ,?one Penetrometer Test and Analysis:
RTB
11/8/4 .
Project:
Location:
Delivery Order
#:
Date of Testing:
Hl'l"' I -
Bay Bottom
ID
(MLT in tt)
J8
-0.2
-0.2
-0.2
Aransas National Wildlife
Ret.
- BUS Site "J"
Dunham Bay.located outside
01
Rockport, TX
0023
10/20104
to
10/22104
Water
# 01
Rod
TI
Depth (tt) Rods End-depth (tt) Soil Layer (It)
2.4
3.
3.0
0.6
2.4
3
3.6
1.2
2.4
3
4.6
1.0
Probinll
Resutts
Resistance
Depth1 ' Depth2 '
MLT1'
MLT2'
Average
Weight ol.pipe
3
3.0
-0.8
-0.8
-0.8
1 HP (401bs)
3.5
4.2
-1.3
-2.0
-1.7
1
HP (701bs)
3.5
4.6
-1.3
-2.4
-1.9
2
Hand Relusal
5.3
4.9
-3.1
-2.7
-2.9
Total Unit Wt.1
Nk I.
Total
01
Soil (pct)
lactor Stress (psi)
Dial Cony.
X(lb)
r str'l Below I-
Elev.
So (pst) Mudline (ft) MLT in It
Dial
q,(psi)
90
95
10
168.0
8
13~2----T-5.-i-l·
-ss-T-1.2-1---:
c
95
1 10 1
263.01
9
3.5
1 5.5
1
53
2.2
-:
-0.2
2.4
3
.
-
-
-
...
~
V.V
105
-2.7
-0.2
2.4
3
I
O.V
I
U.I.
110
-2.8
-0.2
2.4
3
I
5.1
I
0.1
110
13
316.5
246
78.0
80.0
862
2.7
-2.9
-
'"
cb
ell
2.5
2.0
1.5
1.0
