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.......'.: PRELIMINARY INVESTIGATIONS OF SUBMER.GED. AREAS'
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Del~veryOrder Ntimb~.Jl,->...;.'_·
.__
proJect.
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AoJWWu
,
;Cw •
.
"Date/l~loy
.. '.
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Location lei
Numb~r::-:'
,....,.-»0<-.....,,..:.;'-"4_._.'-'-___...
Tide Staff Readings:
. Coordinates:
1.. J
(, ltc('
,.
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Time
Reading
......
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13;>(,,'-00
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Morning __-'
Water Depth.: ;),;
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. Mid-Day ___
Pipe
Length.
\0"
~
"$.
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Evening
~
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'. Push No.1'
. "Time' 'j
i.I(;,. .
> .
•
.. Weight of Pipe Perietration (WOP)
~Comment,---c;,-,P,,,--·
__....-..____
One-Hand Push
(40~lb)Depth
>.\Comments_.-'i$!.tlAc-_,.-__-'---=-
".. One-Hand Push (70-lb) Depth .
5 .
~
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·Cominents,-,~=-A.:;.:,-.·
.;:c..,:,::l..:....._._.__--'--'---
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,....'. Two-Hand Push to Refusal- Depth Ie.o Comments !J A
G.L
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s
bc.n.f~.
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Push No; 2' . Time \'
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Weight.of PiPe Penetration (WOP)
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Comments.~S.!:A'-.:._·
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... ' ". .."3\'9 10 ;
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1
J4.,\I
-kg,s, .
.,.." Hand Proving
RingP~n~trometerTest?
ye. J
Hand Vane Shear Test? . ..'
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HAND
cONE PENETRATION.
TeST (CPT)
Deii.very
Ord~r Numbe~'D;'3·
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. Weight of Rod Penetration_'
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·Nu~ber ofRods~.
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Comments_"~
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Diai. No.....
·Comm~nt
. Depth .. Rods .
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Hand Cone Penetrometer Test and An'alysis:
RTB
11/8/4
Project:
Location:
Delivery Order
#:
Date of
Testing:
HCPT - Bay Bottom
ID
(MLTin It)
J14
-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
-0..2
-0..2
-0.2
-0..2
AransaS National Wildlife Ref. • BUS Site "J"
Dunham Bay located outside of ROCkport, TX
0.0.23
10./20./04
to
10.12210.4
Water
#of
Rod
Thickness
Depth
(It)
Rods End-depth (It) Soil Layer (It)
2.2
3
4.3
..
2.1
2.2
3
4.6
2.4
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
.
Total Unit WI.
Nk
of Soil (pef)
factor
90.
9
10.5
1.2
110.
13
10.5
12
10.5
12
10.5
12
95
10.
10.5
12
10.5
12
110.
13
110
13
110
13
10.5
12
110.
13
110.
13
110.
13
110.
13
Probing Results
Resistance.
Depth1 '
Depth2 '
MLT1'
MLT2'
Average
Weight of Pipe
2.9
3.1
-0.9
-1.1
-1.0
1
HP
(40Ibs)
3.1
3.1
-1.1
-1.1
-1.1
1
HP
(70Ibs)
5.2
3.2
-3.2
-1.2
-2.2
2 Hand Refusal
6.5
3.6
-4.5
-1.6
-3.1
Total
Dial
Dial Conv. Capacity
shear str.
Below
-
Elev.
Stress (psi)
Reading. X(lb)
q,
(psi)
Su(psf)
Mudllne(fI) MLT in fI
189.0.
0.
0..7
2.7
22
2.1
-2.3
441.0.
51
16.7
18.7
188
2.4
-2.6
474.0.
10.4
33.4
35.4
355
2.7
-2.9
484.5
77
24.9
26.9
282
2.8
-3.0
516.0.
45
14.9
16.8
159
3.1
-3.3 .
547.5
45
14.9
16.8
156
3.4
'3.6
576.0.
4.1
2.0.
4.0.
-1
3.7
-3.9
586.5
59
19;3
21.2
20.6
3.8
-4.0.
618.0.
64
20..8
22.8
222
4.1
-4.3
651.0.
10.3
33.1
35.0.
338
4.4
-4.6
684.0.
186
59.2
61.1
625
4.7
-4.9
695.0.
191
60..8
62.7
641
4.8
