, ..
.
"
..:
.
" ,
:
"
PRELIMiNARY INVESTIGATIONS,OF SUBMERGED AREAS
, ....
··~eliveryo'rderNumber'o~
. '.
'. '.'.,
Date,_···.u(O!f(L!.»l!::..t~o:..!·,,_·.;.,..:..._~---..;
'.. Project' A tv\"}
«.~{u.,c,;.
...
.
Loc~tion
10 Number..:,..._
.. '_.-=:r:!..'
~,~_i.f..L'
_.-'-__':"":"';
Tide Staff Readings: .
.. Coordinates: '6,I<....!.
~e;.b:!!.3.2J5':z..'
.J.}:.L"1.L......;..,..__
~
__
,
..
t
(31.
~.;q:5'O
Water Depth .'
":'.2.
b .
'. ' Pipe Length
!!faILs '
. ' ... ,Time
. Reading
Morning
~ ~t
0
.. ' .
Mid-Day lli.iL'.' ,,'.
).1$
Eyening' ,
'\
....
Push No.1'.' '. '.,Time
J
I~
,tt
I
.' " '.' .' ......
. Weight of Pipe Pehetrati()n (WOP)
~.S-
',Comment__-,-_.....-__
.,....,...T'--'-
One~HandPush
(40-Ib)Depth ','
~.oComments
5P. .
kif
5/!1~ll
c.L.' Gc t. ..
One-Hand Push (70-lb) Depth q, I .
.'.
ComiTients'-'S;U4!.St~.\-.J(:"':i_L::.:.:_·
-'--.:__
Two~Hatid
Pu'sh to Refusal .... Depth.
,'.'":li) ." "1
,'1
7L,;"t
\ .. ",
"
"
.
"
..,
. ".. Push No.2, ,TiI:ne
7t
tf<t
. ". '" .' ...
'"
""', "
.....
.', .
~'
'
-, .
.;. Weight of Pipe Penetration (WOP)
,:~_a>
Corriment.____--'-------..:.......,..:...
...'
One~HandPush
(40-lb) Depth 3.'i:Comments,_________..-..;._
.. , ..'
.......
.
"
.. , ",,, One-Hand Push
(70~lb)
Depth
q,.q,
.
Comments,_So!..!A!:\...
...lc==-=L:....:.._...:..~
__
.•. Two-Hand Push
to
Refusal
-:-,DepthL.Q..CommEmts,;;---:--.~·
._.,.-,-__----,-
....
'.
:ri~~ ;5"sDt~a·Sb..·,II(@ &o~~m
,'. "
"
,
'.. CD 'fop 0
f
va~
,pI
I
fx1.....
ft'/vlLI~
.......Hand Proving
RingPe,;etrorri~ter
Test?
'/.:r.;_t..~,.5<!...."
__
. .'.
..' ' ...
5~cit~
e
nL9 5
'.. H.and Vane Shear Test? .,..,..., .
.@'../.....'t.'
$ .
.L..~
"rdf
Pt:v..
N'L..
" '
;l. • G"
. '. ""
J -
,
'. "
.' .. ' .. '
.... ",
~
Pw I*1v
.."1..
Technician (Probe
Ha~dler)
tfI'\\<e
A. .
'ReGOrder&-o,~
L ...
it.~
€
let
un
.Sl4cL.
M4
HAND CONE PENETRATION
tEST (CPT)
, " " Delivery Order Number
''''''{)?J).z:..)«-.'__
Project "f!tV w'
~c.fv,g...
Location ID NLimber_-:--T""---_,4--,-,,_'__,--_
,
Time~'.ol.
Weighfof Proving Ring
Weight
of Rod
Section'-:-(~}
'IT"S
Weight of Rod
Penetration--,-o.\l..''-=~'--
__
~_
'Comments"
, Number of Rods,_'-Il",,"'__-:--
'~----------:-----------~----
End
Dial No.
Comment
Depth
Rods",',
,4 .b.
"I
--
SOf+
c.L
::L!Ll.to
~----
~
',_'_
5.t> 5[.
,
sA"
,.3
=
',-+____
(..0
!L
'k.l.
9' , ___
$4,L.
,:.Ie.Je.... '"IS'
,
I
, 'J...1i.
)'f
(
'~
ro- ---
-+___
~
7."3
7;7;
"1 • t.. tfo
___
I"
"
t.,'
It"
___ ct..
w!$Q/i [1Ip.1' '
$1.0
.iQ.... __'
_'+f_'____
~,~
li'1
o
--
,'-\-----
, ll.."I',
\
:1.:.£..'
~
q
.3
Si' Q, --', -:-''--:--__
~' ~
~Sh~<~\~1
__
'U l.2!'
, ,
'Stic..
\I
'--
-'-
--
'-----
End ' Dial No.
'Comment
, Depth
'Rods
-- --
--"-----'----
-- --
------"--
---"----
---'--"'---~-
----------
--' --"'-'
------
'--, -'-
------
-- --
-----''----
---------
--,-----'-----,.-
----------
-- -- --'------
--
-,-
--.,-----
----------
-'
-
--
,------'---
--'
-- -------
"--
--,---------
---
--
'-,-
-- -------
-...,-----
----------
----'-----~-
-.-
---- -----.,---
--
'--
-- -------
-- -- --
'---:-----
Comments ________--'-__-'-____...,---------,
!
i
I
,
I
I
,
I
!
,
I
,
i.
~
c~~,~~=rr~.~~'~~~~"'="~~~~==_'~~'''''''TI'''~~'"=~=''''>'''''''''W'","'O""''''''''~~~''«-='~''~='''''''''''e""='=·~''i''''',<~,,,,''''_~'~~'''.~''· ."«=.=""',..-o."~=.~_"~,,,,.\,,,<,_, '.,",-,""~'~"''''.'.''''''' ,,,,,~,,~~,,,,~'''.~'''''Oe'' .,~_""",=,,,-.,~.,"_.,=~o_,,~,,,,",,,,,,=",,,",,,,,,,,,",-,,,~·~,·.,=,o.We
,,;.~,_"~~.,.__
_
",,,".~"_.~~~
__
,"~_,~
..
M._~
..
_~_·"_
\7
!\L}
Hand Cone Penetrometer Test and Analvsis:
RTB
11/8/4
Probina Results
Resistance
Depth1 ' Depth2 '
MLT1'
MLrz -Average
Project:
Aransas National Wildlile ReI. - BUS Site "J"
Weight 01 Pipe
3.5
3.9
-1.5
. -1.9
-1.7
Location:
Dunham Bay located outside 01 Rockport, TX
1 HP (40Ibs)
4
3.9
,2.0
-1.9
-2.0
Delivery Order II:
0023
1 HP (70Ibs)
4.1
4.8
-2.1
-2.8
-2.5
Date of Testing:
1
0/20104
to 1
0122104
2 Hand Refusal
7.5
5.0
-5.5
-3.0
-4.3
HCPT - Bay Bottom
Water
#
01
Rod
Thickness
Total Unit WI.
Nk
Total
Dial
Dial Cony.
Capacity
shear str.
Below
...
Elev.
i
10
(MLT in It)
Depth (It) Rods End-depth (It) Soil Layer (It)
01 Soil (pcl)
factor
Stress (psI) Reading
X(lb)
q, (psi)
So
(psi)
Mudline (It)
,
MLT.inlt
J4
-1.0
3
3
4.3
1.3
90
9
117.0
0
0.7
2.7
30
1.3
-2.3
-1.0
3
3
4.6
1.6
95
10
269.0
9
3.5
5.5
52
1.6
-2.6
-1.0
3
3
4.9
0.3
90
9
296.0
0
0.7
2.7
10
1.9
-2..9
-1.0
3
3
5.0
0.1
105
. 12
306.5
56
18.3
20.3
218
2.0
-3.0
-1.0
3
3
5.6
0.6
95
10
363.5
3
1.7
3.6
16
2.6
-3.6
-1,0
3
3
6.0
0.4
100
11
403.5
18
6.4
8.3
72
3.0
-4.0
-1.0
3
3
6~3
0.3
110
13 .
436.5
88
28.4
30.3
302
3.3
-4.3
-1.0
3
3
6.6
0.3 .
105
12
468.0
78
25.2
27.2
287
3.6
-4.6
-1.0
3
3
6.9
0.3
100
11
498.0
34
11.4
13.4
129
3.9
-4.9
-1.0
3
3
7.0
0.1
105
12
508.5
60
19.6
21.5
216
4.0
-5.0
-1.0
3
3
7.3
0.3
105
12
540.0
66
21.5
23.4
236
4.3
-5.3
-1.0
3
3
7.6
0.3
110
13
573.0
90
29.0
31.0
299
4.6
-5.6
-1.0
3
3
7.9
0.3
110
13
606.0
110
35.3
37.2
366
4.9
-5.9
-1.0
3
3
8.0 .
0.1
105
12
616.5
80
25.9
27.8
282
5.0
-6.0
-1.0
3
3
8.3
0.3
110
13
649.5
100
32.1
34.1
328
5.3
-6.3
-1.0
3
3
8.6
0.3
105
12
681.0
70
22.7
24.7
239
5.6
-6.6
-1.0
3
3
8.9
0.3
110
13
714.0
91
29.3
31.3
291
5.9
-6.9
-1.0
3
3
9.0
0.1
110
13
725.0
86
27.7
29.7
273
