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PRELIMINARY INVESTIGATIONS OF SUB ERGEDAREAs
.
~~J~~~
Order
NU~~~'Lj.JlZZa
...............'. Date'"
',6{J i10""
. .'
';"
..
.r.
.
I,..oc~tiori
ID
N
ur:nber=".t'!T::-.-'-
..:,I..:;O.,....:_.""'-_-..,----,.
.. Coordinates:
Jt<::....!!J.::!!,~,~'~.t;..;'~r#·
.,--_____
Tide StaffReadings:
'.
. Time
.. Reading
'.' ...' .. '. ... .1,,,...-,-'.....
3
~l;~N73:.L':-=''--
__'--_
. Morning .._:,;,,-_
, .' . Water Depth' '.'
.2
5.
'1 '.
". Pipe Length .'.
if. ()
fbJ .
Mid-Day _"---
'Evening ,_...,.....;.._
. Push No.1. '.' . Time
(ir
".
.... .•... .
. ". Weight of Pipe Penetration (WOP}g. Comment"...;...,S'-:-A.:..,->C....,
=L=-'
__-"-__
.One-Hand
Pusti(40~lb)
Depth'
$.
f'
·..Cori1ments_·~S!.::lA_·
...,G,.,,'-;:-.;__-:-__
.....
.'
One-Hand Push (70-lb)Depth
.q.1b
• Cominents
Sa {." vZ sls;.I1 fR,.,- .'
.S!,L it.:> 'Y Sdh...
.
'.' '.
,
::
·.O::T:...w-o--:-H.,..a,....n~d-=P,....u-:Sh-t"-o-,Ro-.e-'::fu-s-a.,..I--'.-=D-e-pt:...h-='i:-::.l.:-·-·-:c:-·o-m-m-e-n""ts-.-s"'~'--·-N-'It-s~£r,,-.'{i''''·''''f'''''(z,-'t-'-~l
.......... •...
-::ft'; ,;
$S~(:{\\
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Sl.(,1t 0",
s..H~;....
.
" .
I
Push No: 2 .'
, Time
(:.1"
..'. .......... .' ......
.Weight of Pipe Penetration (WOP) MComment._..
,-".~"-fo,,--,G,,,,.L.;:;··_·
_
.. _--,._'--_
One-Hand Push(40-lb) Depth
1Of.'}
.
Comments,.....
~ol..!.!.A--=I.,,:..:(;...=-·-,-~,-:-_'-'--
. '.
... ,
"
..' One-Hand Push (70-lb) Depth
5. \
. "', .
. ' '.
, ; .:
Two~Hand
Push to Refusal- DepthJ.:l:: Comments S
Ac,l.."",{.sl "II
I
B
..:
1,
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..
I
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~
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,Ha~a
Proving
RingPenetromete~Te$t?yd.
.
. Hand Vane Shear Test?......
".
.....
'. , '. .
'.. Technician
(Prob~
Handler) .
~
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HAND CONEPENETRATIONTEST(CPT) '.,
.
bel~very
Order
Nurnbe~f!t3'
Project
..t1N""~<'
,'Location ID Number ..
:r.
11:1
T
'
.' " " .....
Ime '.,
.j.
'WeiQhtofProvlng Ring ....'.
Weightof Rod Section
11
/l$
dWei~ht
of Rod Penetration
4
:t;...
'
'Comments
..
'. Number of Rods.
~"
'.
;End . Oial:No.: Comment:
De,oth
. Rods .
' .
End Diai. No,Coinment
'OeQth :
. Rods
.
"'4~
.
.K
~S~£(..··'
.LLl.Q£.
.
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ts
---~-----'-~-~~----~-~~~---
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m~,=~~~=h,~~"=,~=.~~~==-=~''',,,,,~==~·~~=~,,,,~,,,,,,,,,,,,,,,,,=,,,,.,"""~,",="~"~"_"",,-~_,,,,,=~,,,,,,.,.,.,~,,-,=.~~W_"~'_·''',,_,,,,,:,,,~ =,_,.=-"~",=="".",,,,,,,,,",,,,-,-.,,,,_,,=.~~,,.,_,_,,,,y_,,,\ ·"~~=,,,,",-~,,-~,_,,'"-'''","",<"·,''N<>''"'~'''''''T_'~''~"''''",'08".'''"''''""".",.~",~.",=~=,,,,~,,.,,,,~,,~,,,=_'~.''''''"",~,.%'''~''''~''''''''~''''''''''''~'m'''''''''-,~~'''·'''"'"'''"'''''''-~~''''''_'''''''''S'''"''''='''",
Hand Cone Penetrometer Test-and Analysis:
RTB
11/8/4
Project:
Locatio-n:
Delivery Order
#:
Date of Testing:
HePT - Bay Bottom
10
(MLT in It) .
J10
-0.6
-0.6
-0.6
-0.6
-0.6
-0
..6
-0.6
-0.6
-0.6
-0.6
-0.6
Aransas National Wildlife Ref.• BUS Site "J"
Dunhatn Bay located outside of Rockport, TX
0023
10/20/04
to 1
0/22104
Water
#
of
Rod
Thickness
Depth (ft)
Rods
End-depth
(It) Soil Layer (It)
2.5
3
4.6
2.1
2.5
3
4.9
2.4
2.5
3
5.0
0.1
2.5
3
5.3
0.3
2.5
3
5.6
0.3
2.5
3
6.0
0.4
2.5
3
6.3
0.3
2.5
3
6.6
0.3
2.5
3
6.9
0.3
2.5
3
7.0
0.1
2.5
3.
7.0
0.0
.
.
Total Unit WI.
Nk
of Soil (pcf)
factor
90
9
110
13
110
13
105
12
105
12
100
11
100
11
110
13
110
13
110
13
110
13
--~
Probing Results
Resistance
Depth1 '
Depth2 '
MLT1'
MLT2'
Average
Weight
of Pipe
3
4.0
-1.1
-2.1
-1.6
1
HP (40Ibs)
3.5
4.8
-1.6
-2.9
-2.3
1
HP (70Ibs)
4.8.
5.1
-2.9
-3.2
-3.1
2 Hand Refusal
7.2
7.2
-5.3
-5.3
-5.3
Total
Dial
Dial Conv. Capacity
shear str.
Below
- Elev.
Stress (pst)
Reading
. X(lb)
qc (psi)
Su (psf)
Mudllne
(tt)
MLTln
tt
189.0
0
0.7
2.7
22
2.1
-2.7
. 453.0
84
27.1
29.1
287
2.4
-3.0
464.0
105.
33.7
35.7
359
2.5
-3.1
495.5
71
23.0 .
25.0
.258
2.8
-3.4
527.0
44
14.5
16.5
154
3.1
-3.7
567.0
34
11.4
13.4
123
3.5
-4.1
597.0
21
7.3
9.3
67
3.8
-4.4
630:0 .
130
41.6
43.5
434
4.1
-4.7
663.0
121
38.7
40.7
400
4.4
-5.0
674.0
221
70.2
72.1
747
