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PRELIMINARY INVESTIGATIONS OF SUBMERGED AREAS' .
'. ..•
Delive~ O'rd~r N~~ber
•.
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D~te...,...
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6+"!~''''·~+=k'-l'l'-·
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It'v
bl
"Location
ldNumb~r::r~
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J.t.~S1J
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yn
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Water Depth
'*'.':\"
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Pipe Length '.' . if
111M ..
''. '.
Tide Staff Readings: ,
.. •. Time .' . Reading
.. Morning .,-__
'.
Mld~Day
_.
--'-~
Evening~
__
. .' 'pJshNo.1.
.Timi({~4"
:'
.. Weight of Pipe Penatration (WOP).1..L
C~m;"~nt"-'-,<:~~~:--
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One~Hand
Push (40-lb) Dep,th' }
.10
.
Comments--'S'-'A""'----'-_--.,.-_____
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". Orie-Hand Push (7q-lb) Depth
~.
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•Comrnerits'-'S::.:A,:...
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Two-Hand ,Push to Refusal
~
DepthklL,. Comments •
S
A
':fl', ,
.0 " :0
+0"
;2 iA
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. ., Weightof Pipe Penetration (WOP) 3.I'Com.ment"",S",4.:..:...G":'l..::...."'--_:--'-=-:--_
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One~Hand
Push.{40-lb) Depth'l.O< 'Coniments ,.
I...S A.
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'1,0,
kDi./.1.·S~L~
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(70~,lb)
Depth
q.$
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Comments.~S<!.A'-·
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" . ..TINo.Hand Pushto Refusal-Depth£:.L. Comments
56",1,1
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HAND.CONEP~N~TRATIONTEST
(CPT)"
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.OeiiveryOrder. Nuinberfu .
Project
AN
&\l
~,<
..... LocationID Numberl"I[
'weightofprO~ing Ri~g
....... '.
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TimeS',
D.(;
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Weight of Rod Section
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Erid ". Dial . No.
.Comment.
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Depth '.' ....
Rods
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Dial No.
Comment.
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,,,,~,=i=~,,",e~=.''''''''','-'''''x~''''L''"''''''''.'?'''''''-''''''''''"'<'"''''''"'''''~ .'~"'h'''''''-''''~_''_''~'~.
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"-O:'<?",,''''C~''~'''''''"''''''''_''
Hand Cone Penetrometer Test and .Analysis:
RTB 111814
Probing Results
Resistance
Project:
Aransas National Wildlife Ref. - BUS Site
"J"
Weight of Pipe
Location:
Dunham Bay located outside of Rockport, TX
1 HP (40Ibs)
Delivery Order #:
0023
1 HP (70Ibs)
Date of Testing:
10120104 to 10122104
2 Hand Refusal
HCPT
~
Bay Bottom
Water
#of
Rod
Thickness
Total Unit WI.
Nk
Total
Dial'
ID
. (MLT in It)
Depth (It) Rods End-depth (It) Soil Layer (It)
of Soil (pet)
factor Stress (psI) Reading
J15
-0.2
2.4
3
4.0
1.6
90
9
144.0
0
-0.2
2.4
3
4.3.
1.9
110
13
353.0
98
-0.2
2.4
3
4.6
.
.0.3
110
13
386.0
85
-0.2
2.4
3
5.0
0.4
105
1.2
428.0
53
-0.2
2.4
3
5.6
0.6
100
11
488.0
28
-0.2
2.4
3
5.9
0.3
110
13
521.0
82
-0.2
2.4
3
6.0
0.1
105
12
531.5
59
-0.2
2.4
3
6.1
0.1
110
13
542.5
182
-0.2
2.4
3
6.2
0.1
110
13
553.5
210
-0.2
2.4
3
6.6
0.4
110
13
597.5
252
Depthl '
Depth2 '
MLT1'
3.1
3.0
-0.9
3.6
4.0
-1.4
6
4.8
-3.8
6
.5.5
-3.8
Dial Conv. Capacity shear str.
X(lb)
q,
(psi)
So (pst)
0.7
2.7
27
31.5
33.5
344
27.4
29.4
296
17.4
19.3
196
9.5
.11.5
106
26.5
28.4
275
19.3
21.2
210
57.9
59.9
621
66.7
68.7
718
79.9.
81.9
861
.
MLT2'
-0.8
-1.8
-2.6
-3.3
Below
MUdline
(tt)
1.6
1.9
2.2
2.6
3.2
3.5
. 3.6
3.7
3.8
4.2
.
Average
-0.9
-1.6
-3.2
-3.6
~
Elev.
MLTin
tt
-1.8
-2.1
-2.4
-2.8
-3.4
-3.7
-3.8
-3.9
-4.0
-4.4
.
I
T
