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PRELiMINARY INVESTiGATIONS OF SUBMERGED AREAS
.' Date
/(J/.,,6
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.Del~very
OrderNumberJ?)
. Project ..
A",
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LocationIDNU~ber,...:··_·~'~r-:.'
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Tide Staff Readings:
"Coordiriates:.
""J(...
JJ.==",,::,3~7~5'?';.:9,::-:-·--:---,-_~__
.. Time
Reading
': >" '.. ' .
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:
vvaterDepth .' ,:LY . " •
. ,Mid-Day ._---'-_
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\.1'/3
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Push No.1.. .....Time/;!;".oii ..' ..• '.
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Weight QfPipe Penetration
(WOP).~
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(40-lb) Pepth 3,'0 .Comments--'S""A.....,,_'--_____
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.,' .:,One-Hand Push
(70~lb)
Depth
,5.S
,Comments
S
D:(+
C. L ..
'Two-Hand PUsh to Refusal :-Depthli Comments
5.'
<\'oL:i
Sof+c
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Weight of pipe
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l.L.
One-Hand push
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Depth
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A
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Anal
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RTB
11/8/4
Probina Results
Project:
Aransas National Wildlife Ref. - I
Resistance
Depth1 '
Depth2 '
MLT1'
MLT2'
Average
Location:
Dunham Bay located outside of I
,
Weight of Pipe
2.9
4.4
-0.9
-2.4
-1.7
,
Delivery Order #:
0023
1 HP (40Ibs)
3
5.6
-1.0
-3.6
-2.3
Date
of Testing:
10/20104
to
10/22104
1 HP (70Ibs)
5.9
6.0
. -3.9
-4.0
-4.0
2
Hand Refusal
6.5
7.5
-4.5
-5.5
-5.0 -
HCPT - Bay Bottom
Water
#of
Rod
Thickness
Total Unit WI.
N,
Total
Dial
Dial Conv. Capacity
shear str.
Below
- Elev.
ID
(MLT in It)
Depth (ft) Rods
End-depth
(It) Soil Layer (ft)
of Soil (pcl)
factor
Stress (psf) Reading
X(lb)
q, (psi)
Su (psI)
Mudllne
(tt)
MLT in
tt
J11
-0.4
2.4
3
4.0
1.6
90
9.
144.0
0
0.7
2.7
27
1.6
-2.0 -
-0.4
2.4
3
4.3
1.9
105
12
343.5
55
18.0
20.0
211
1.9
-2.3
.
-0.4
2.4
3
5.0
0.7
90
9
406.5
0
0.7
2.7
-3
2.6
-3.0
-0.4
2.4
3
5.6
0.6
100
11
466.5
26
8.9
10.8
99
3.2
-3.6
.
-0.4
2.4
3
5.9
0.3
105
12
498.0
52
17.1
19.0
187
3.5
-3.9
-0.4
2.4
3
6.0
0.1
105
12
508.5
51
16.7
18.7
182
3.6
-4.0
-0.4
2.4
3
6.3
0.3
110
.
13
541.5
82
26.5
28.4
273
3.9
-4.3
-0.4
2.4
3
6.6
0.3
110
13
574.5
90
29.0
31.0
299
4.2
-4.6
-0.4
2.4
3
6.9
0.3
110
13
607.5
154
49.1
51.1
519
4.5
-4.9 -
-0.4
. 2.4
3
7.0
0.1
110
13
618.5
256
81.2