PRELIMINARY INVESTIGATIONS
OF
SUBMERGED AREAS
Delivery Order Number
02-3
Date'-...·...!.\=.o.\..I.t!::o:....\!..::o:...!~
___-'-
Project '.
A
Ii)
.v ..
({(.,7~
Location 10 Number
:f"- J..l- .
Tide Staff Readings:
Coordinates:
:
....
r
~'!..2.~(,w...3Z.!"~'f~/,...!.i~.
J3J.:~f
1)
3
______
Water Depth
. ..,. 10 .
Pipe Length
\'
0 -
1l I
h
$
Time
Reading
Morning ___
. Mid-Day'
___
Evening ___
..' Push No.1
Time
10', $5
Weight of Pipe Penetration (W
r~
.
S
Comment
Sot'"
c...L
. One-Hand Push (40-lb) Depth,
. Comments S!\ (, l.. .
...... One-Hand Push (70-Ib) Depth
"',6
ComiTlents,..:S~I\.!--_....:-
_____
.
TwocHand Push to Refusal- Depth"
.'5"
Comments,~5l.!A'----lIo('f>£I-l.ol:$r:!:.lk
....
\.LI____
. .,
::r,~'1
,()
.
Push No.2. .
Time \ 1
'
,01.
'. Weight ofPipe Penetration (WOP) IT Comment'-__..,--.,--__-'--.....:..
One-Hand Push (40-lb) Depth
i.\.3.
.' Comments.--J.5..aA--!:
....
41....
~~l
....
~..lJtlL..-...
__...:.
.One-Hand Push (70-lb) Depth
~'D
. Comments._____
~
___
Two-Hand
Push toRefusal "- Depth
1. '"
Comments '-
L
'-'I
"'~c:.11
.
'.
':'\1;.
1,~·.
c..Lw h'" .
5/"dl
-CeA"
.
:1'.." 0
f "...... 'f"
I,,"/"w
M""{' 1...,.
Hand Proving Ring Penetrometer Test?
.¥.y.L(:.z.5__
Hand Vane Shear
Test?_~~Q.,-?.L...
______
V!
'LiS)
.
.Technician (Probe Handler)'
~
\
\sot.. .A .
RecorderGt<.~'t
L..
:
.
'
'"
"
'.
.:
..
'., HAND CONE PENETRATioN TEST (CPT).'
Del~verYOrqElr
NUmb?).3
Project ..
AN""
~
.
. Date I
0\)
0
\ 11'1
•, Location IDNumber_.'_.'",,:fl::'
.~:...
.!:'~:..!"J..=-:"_.'
_..,.-___''-'-.
Weight of prciving"irig
'.
: .... ' . Time \\'-\1'" '
.. ' Weightof Rod Section U
/1.1.
We,iQhtof Rod
pen~tratic;m
.".'
1.\ .5' '
'.' Comments' , ,,'
.
-.-.-'---'
---~-
.'-->" --'
-'~'-'----..,..
'-'.-'._.
~--'-'---
". .
-.-. ,-'-',
.'
--'- ..
.,--~----..,..
._'-',
--
'-'--'
'-~""----'-
"..
......
.--
,"
--.-'
,'--'-'
.,--,-~---
--,_.,
-'-.'
': ..---"---..
-,- -,,-' -'-' -------'
.--'-'--
.~
........
. Number ofRodS . '3 '
. End ..... Dial No, '
Comment
Depth'
ROds '.
--- ---
--.,..:.--.-'------
-'- ---
----~---'-
,
---' --- --',..-::--.:.._---"'---'
, -.--, ---
--'-----::..,..:....---
.-'----------'----~.
,---
--
--'---------
. --- ,---' -''-'
-.:....'----'-------,--
-'-'-
---'
--
----'---'----
---
-----~----
-'
--
'---.
-'-'
-~-----
~---..,.--':---,--,
. --- --'-
-- --'---'--.,----
---
-- -'---.,-------
-:........:.,-------
--
'-- --- ------'----
'..... --- --'- -"'-'-'.'
----'------~
--- --- -- --'---cc--------
---.
~
"-'
-~
----'------'----
,---' --- --.-----'-----'--
.-'
------------'------'-
-.-'--
--------
, -._. --'
-- -'-'----:-----'
'--
--
-----'---~-
-- -- -----'-,--
'...... '.
Conime~ts
_'-..,..-",$",(>,,,,,,..;-,,0,-._"_"_,-,,',-'.--'-_--'-_____
"'--_-'-'~_'__
__
~
A&;}'.
...
'<"~"~m'===~_."'~"=,_,,~~~_·~,,_*,,,".=~=W~~~'~·~·~""""""U="==;'-"='="="'-""'>~'~~_'''''==''''~~'''''_",;''''''''=''''=~L%'='''' ""~""'='\';"""""O""-=W,-,,,-,,,,,,,,·,"=",,,_,*,,~,,,,,,,",=_,,,,,,,".,,,,,,,
..
".,_"".,,,,,,-,.,,.=,,,_,>;,,~~,.,"~~,,,=,,,,,,,,,,,,=\%,,,-~~,.~,,,,.,,,,.m."",,,,,,,,,W""=O~=""'~.s--~""'~."'.~"""'''''\=.''~"''''''''"",b=''';''''-=a.,==~,,,,",,,''''=-="",=,b"'_'<=!W~"-"""<~'m""'"
Hand Cone Penetrometer Test and Analysis:
RTB
11/8/4 .
Project:
Location:
Delivery Order
#:
Date of Testing:
HePT - Bay Bottom
10
(MLT in ft)
J22
-0.9
-0.9
-0.9
-0.9
-0.9
-0.9
-0.9
.
.
Aransas National Wildlife Ref. - BUS Site
"J"
Dunham Bay located outside of Rockport, TX
0023
10/20/04
to
10/22104
Water
#
at
Rod
Thickness
Depth
(It)
Rods End-depth
(tt)
Soil Layer (tt)
3.6
3
4.5
0.9
3.6
3
5.0
1.4
3.6
3
5.6
0.6
3.6
3
5.9
0.3
3.6
3
6.0
0.1
3.6
3
6.1
0.1
3.6
3
6.2
0.1
,
Total Unit WI.
Nk
of Soil (pcf)
factor
90
9
100
11
100
11
110
13
110
13
110
13
110
13
Problna Results
Resistance
Depthl '
Depth2 '
Weight of
Pipe
4.5
4.0
1 HP (40Ibs)
6.4
4.3
1
HP (70Ibs)
6.5
6.0
2 Hand Refusal
6.5
7.5
Total
Dial
Dial Conv.
Capacity
Stress
(pst).
Reading
X(lb)
q,
(psi)
81.0
0
0.7
2.7
221.0/
40
13.3
15.2
281.0
11
4.2
6.1
314.0
105
33.7
35.7
325.0
120
38.4
40.4
336.0
241
76.5
78.4
347.0
265
84.0
86.0
.
MLT1'
-1.8
-3.7
-3.8
-3.8
shear str.
Su (pst)
34
179
55
371
422
843
926
MLT2'
-1.3
-1.6
-3.3
-4.8
Below
Mudline
(ti)
0.9
1.4
2.0
2.3
2.4
2.5
2.6
Average
-1.6
-2.7
-3.6
-4.3
- Elev.
MLT in ft
-1.8
-2.3
-2.9
-3.2
-3.3
-3.4
-3.5
.
,
:
i
I
I
I
I
I
\Jl
\fl
e:.O
'''''~'''~~".~--~~<.,~.~,=--
..•
-,~.~~.~~~.~m==~,.~-">="~~~,~_",=",,=,=,_,_,,_,,,.,,,,",,_",,,,,,,=,,,,,,~,,,=,,,,,,,,=,,,-~""""""'-~''''~'''''';''''=''-'=_''-''''''''''~~\''~'~'''''''">-'''''''''~,.,,,,,,:~=,,,,,,,.,,,,;",,,,,~~.,,,,,,,"=-,,,,,~."''''',,,"''''~'=''''''k>_''''-<''"""'~"'~"-<k",-",,,,,,,,,,,~,,,':,,,",,,,,'.«,.,,,,.=W=,,,,,,,,"'~"'~',,"=',,,,,"""""'b"
