'PRELIMiNARY INVESTIGATlC)NS
OF
SUBMERGED AREAS
,
,
Delivery 6rder Number
-;0"")..0,;3'--__
',Project "
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Location 10 NiJmber_'
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,Tide Staff Readings:
coordinates~/'''''I'''&''''~'''f''''l~tIl''1'--'
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Mornil1g ,_T_im_e_,_
R~ading
Water Depth
;; •
0
'
Mid-Day '-,-__,
Pipe Length
\ Q
-t
I/'~
Evening '_---,,--
Push No. 1
' Time' '\
0
i,pO
", Weight of Pipe Penetration (WOP)
~
, 'One-Hand Push (40-lb) Depth
3~J
'
One-HandPush (70-lb) Depth
'-\.0
Comment,-"-,Sl.",,c,:...!.I..:..\_---'__..,--__
Comments'_S.L!~
....""",l\,--______
Comments,_s""L",,,,::.l\
l~'
______
.5. S 0
'7.S
'SA
loll
$4~11
'
Push
No~
i'
, Time I 0
~
'3
~
"
"
,Weight of Pipe Penetration (WOP)
2.!.L:
Commerit,-S£.}.,~c,,~\\!:--'
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OnecHand Push (40-lb) Depth 'V-I
: Comments,--'6"'J..""qjI\"-"---'---__
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One-Hand Push (70-lb) Dept\:1,
g;.r
Comments
5~Ci
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I
t.i-.
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'Two-Hand Push to Refusal - DepthS. t1 Comments
Hand Proving Ring Penetrometer Test?
y~5'
HandVane Shear Test?_'___',__, __
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HANDCONE
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~ight
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.. Weight of Rod Section
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Weight of Rod
penetn3tion,~3L.·'-"
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NumberoTRods
3
Comments
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Hand Cone Penetrometer Tes.t and Analysis:
RT811/BI4
Project:
Location:
Delivery Order
#:
Date of Testing:
HCPT
.- Bay Bottom
10
(MLT in It)
J21
-0.7
-0.7
-0.7
-0.7
-0.7
Aransas National Wildlife Ref. - BUS Site "J"
Dunham Bay located outside of Rockport, TX
0023
10/20104
to
10/22104
Water
#of
Rod
Thickness
Depth
(It) Rods
End-depth
(It) Soil Layer (It)
3
3
3.5
0.5
3
3
4.0
1.0.
3
3
4.1
0.1
3
3
4.3
0.2
3
3
4.4
0.1
.
Total Unit WI.
N,
of Soil (pcf)
factor
90
9
100
11
110
13
1.10
13
110
14
.
.
.
Probina Results
Resistance
Depth1 '
Weight of
Pipe
3.2
1
HP (40Ibs)
3.7
1
HP (70Ibs)
4
2 Hand Refusal
5.
. Total
Dial
Dial Cony.
Stress (psf) Reading
X(lb)
45.0
0
0.7
145.0
37
12.3
156.0
217
68.9
178.0
245
77.7
189.0
292
92.5
Depth2 '
MLT1'
.
3.2
-0.9
3.4
-1.4
4.5
-1.7
5.0
-2.7
Capacity
shear str.
q,
(pSi)
So (pst)
2.7
38.
14.3
174
. 70.9
773
79.7
869
94.5
958
MLT2'
-0.9
-1.1
-2.2
-2.7
Below
Mudline
(tt)
0.5
1.0
1.1
1.3
1.4
Average
-0.9
-1.3
-2.0
-2.7
- Elev•
MLTlntt
-1.2
-1.7
-1.B
-2.0
-2.1
I\t1
