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.. ' PREliMiNARY INVESTIGATIONS
OF
SUBMERGED AREAS'
.
'Deliv~ry 0rd~r Numb~r
.0.1J..
.'
.
Dat~
.'
IO&?
r. .
Project .
ANY
~61
(
. Lcicati6n I[)Number . :r-i,; .
'•.'Tide Staff ReadingS': .'
. '. .Coordinates:
",X~),S:-':-'-",3:-,!,,=!(,...1.,-,7!:-~,---___
.
Time..'
Reading
.' ."
.' __ y
lIe
3,£7'~
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Morning ___
~_
Water Depth
l.1.f
..'
Mid-Day ._--,-_
~ipe
Length
10
."ilA.,
i.
.
Evening ";""'_-'-
..Push No.1' Time
,;;.-01
;.'
Weight of PipePenetration (WOP)<I • OCort1mentSr,(I;c.(;.wISh(,
(/@
~.5
.
One-Hand Push (40-lb) Depth q.5
. Comi"nents.______-'-__
r ...
..... '
Two-HandPushto Refusal - Depth
.0
CommentsS /I,
c:..L
'.,
'-I'
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vIs
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No~2..
.,Time.2.HJ;.
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.. Weight of Pipe Penetration
(WOP)~.
;'.••. Comment,-'
...:::$:...,4,..-,1A__
,,"-~---,_,
One-Ha
l1
d
Push~(40-lb)
Depth'
?1;
r'
Comments,-,,~,-,,~::...uU,...----",_~_---,
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.. Two-Hanel PusfitoRefusal- DepthU Comments..;.s..,!;flt:.,..
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., _-,-.-,___,_--,__..
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s../.::,l"t/::;.
r.=~~c.=--
_____---'__
.. Hand Proving Ring' Penetrometer Test? .
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.. Hand Vane Shear Test?
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(prObeH~ndler)~~k.·
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HANDC()NEPENET~TION TE~T(CPT}.
Delivery Order
Nu~per
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'. Project 'S
"Iy
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..Locatlon 10
N~mber...:·._··
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"Weight
'of
Proving Hing
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Time
:2,:;0'(-
Weight of HodSe.ction
I} IlJ
Weightof
ROdP~netrati~n4S
.'
j-.....
' NUmber
ofRods'-c-~lL'
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Comments'"
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"'End ,Dia!" :No, :: . Comment
Depth '.'
. Rods
~R54'--L
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U
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-'
~:!..--'-....;-.:
"..
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.. iL,,- __
~
'10
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.. End .: Dial. No. '.. Comment.
Depth:
"Rods
-- --
~~.,-----'--
.-- -'- --'--'------
'-.-
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-'_. -
--
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--.---'-.
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Comments _:'-'-__'___._'._.___
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Hand Cone Penetrometer Test and Analysis:
RTB 11/8/4
Project:
Location;
Delivery Order #:
Date of Testing:
HCPT - Bay Bottom
10
(MLT in ft)
J13
-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./0.4 to 10./2210.4
Water
#of
Rod
Thickness
Depth (tt) Rods
End-depth
(It) Soil Layer (It)
2.4
3
4.5
2.1
2.4
3
.5.0. .
2.6
2.4
3
5.6
0..6
2.4
3
5.9
0..3
2.4
.3
6.0.
.. 0..1
2.4
3
6.0.
0..0. .
2.4
3
6.1
0..1
2.4
3
6.3
0..2
Total Unit WI.
Nk
of Soil (pcf) factor
90.
9
ICC
11
ICC
11
110.
13
110.
13
110.
. 13
110.
13
110.
13
,
Probi.na Results
Res}stanqe
Depth1 '
Depth2 '
MLT1'
MLT2'
Average
Weight
of Pipe
4
3.5
-1.8
-1.3
-1.6
1 HP (4Ctbs)
4.5
3.5
-2.3
-1.3
-1.8
1 HP (7Clbs)
4.5
. 3.5
-2.3
-1.3
-1.8
2 Hand Refusal
6
6.5
.3.8.
-4.3
-4.1
Total
Dial
Dial Cony.
Capacity shear str.