'.

P~ELlMINARY

INVESTiGATIONS OF SUBMERGED AREAS, .' .'..' .

-..

.... ,

<Del~ver{O~der.

Number

ott

~

......'.

'Date

I{

III

(at{ ...

PrOject .•

A~ .~"J-:-c~

f?tl'A"

Location

I!;)

Nl.:lmbf:lr::-:-=-:r~·

..;;.--=:5:..,.;\.,....-..:..,..:-___

.'. Coordinates:

~ ~

b)"2!). ') "" .'

.... •.

'....v'

13

J...

~;)..d-"

"i' .

. Water Depth

T

;,. \ .

.'

Pipe Length'

5'"

.

tide Staff Readings: .

..

Time

Reading

.M

0

rnirig. .,-,--'-_

.. Mid-Day .,-.____

.. ". Evenin9_"_.__

.

",

..

'.

.

.Push No.1'

Tiri:le~

i.

:).:.1

". .' .

Weight ofPipe Pi3netration (WQP)2l;L..

C~mment

SASt...X'.

£'.~._,

...

One~Hand

Push

(40~Jb)Df:lpth

.

').~.

. Cbmments_.___

.:.:-..-:-c-:'_,---_

'

..

"'..

: One-Hand Push

(70~lb)

Depth

y-. '2

..,Two-Hand P(jsh

to.Refusal~

Depth5..J..: .Corrirrients.,----,-_--:.___---".

; ...'::r\\

12.)

"'$4.,\\ ' ......' ....... , .'

'. ,."

'...'. Push No.2.> . Time

%

"t{j, .' '.'

'.

Weight ofPipe Penetr-ation.(WOP)2.:.2... Comment""S

....

.A;..;....__--'-c-'-___

'One,~Hand

Push,

(46.~lb)

Depth ". ;"

J

.

Comments,_________

One7HandPush (70-lb)Oeptb

'i.$.'.

Comments

'),1. .

<ktl.{"l2-i.ry_

Two-Hanq Push to Refusal :-Depth:2£a. Comments_---_____

'.-:5"1

5

'2

ShsdlH '.' :

..,:.

,"

.','

..

H~rid·

Proving'Rlng Penetrometer Test?

.+y=e:..t..S--,-_

HandVaneShearTest? ,.' .' . ".,' .j.' .

. Technician (Probe Handler) {IiILA ...".

..Record~r·~~~

<L. ,

,',.-, -c.

. '.'

I

I

i

I

I

I

I

ii.

~.

u

---

.,: "

..

' ..

". HAND CONE pENETRATION TEST (CPT) .. •

·~~:~;'~OA=t'Jffil'i~<,

...

Date

'1Ill'/"Y'

Location 10 Number..:....'_"--,'1'o!,.'

_'..""3:..J1-..c.___....,

'.• Time,"i "

5

t

.Weighfof Proving Ring,_.,--_

. Weight

of Rod Section,___

'. .'

'.

.,'.

Weight ofRcid penEltration,_._.....3",,-,-,'_/""_'___.. '

'Numb~r

of R6ds_4+

.._.__

; Commerits'-....:..

..,._.:_.-,-_.

~

___-.,.,.--_""-;_____

-'-~

___--:"';

:End

Dial

No. ..

co~ment

.'

Depth'

.. BQ.Q§

;. ....

--

'--

-- ------'----'.

-- .-- -- :-'-'------,--='-'---

.:....

,. .

-- --

----'---

'. :

'~

..

--

'-'

-

.-~":"""'---:"-

--

'.--

-- -----'-'--

.

--

--.,-:-.

-,-'.

----:-'--

--:---

''--~---"'--

..... ,

.-.-

--

:

~--'-'--"-

-'

---"---'-~----

. ---. ,----'---

-.-.-"-._.'

.---~'-----~

...•..

.

,~.'

.

--' --. -

-.'--------'--

-- --

'-~~--

-- --

--'-----

-.--.

-.

-

--

---~---'--

:..

--' :--'-'----

._-

-.--'--

-'----.:.-~

. --" -'-.

'-'

.-.

-'

.,--~--'---

.

--'.

-.-

--

-'- .--

:---;-"----"-----'

-~---'---

'-'-.

--'---'-'--

"-'-'

----

~---~-~

--

.--'

.

-"-.-

-~----:-~-'-

.\:.'

--"

,...,----,--

----

-----'---

-'-.:

.

-- --

---'---,-~-

--

-.-.

--'--~---

.. '._-' --' '-.-'

".

--

'-- -'---,-------

-----,------

..

._'-

. :.'.

"-------'--

.. : .' .. Comments .,..

.• ..,-----'-__--_--'__-,-_-'--'-_-'---'--___--:-___-'-

': .....

'

..

'

M'S

..

.....

.. '.

---

2.5

2.0

1.5

1.0

:a:

--

E'

~

0.5

0.0

.-

c

-0.5

c

0

il

-1.0

>

II)

jjj

-1.5

-2.0

-2.5

-3.0

-3.5

-

-

~

.

~.

-

-

- -

•

•

•

•

Depth Vs. Shear Strength

I. J311

Approxin

ate'n6e Le el

-

-

-

•

-

-

-

'"'

-

"-

•

.

i

!

•

i

I

-

----

-

-

-

o

100

200

300

400

500

600

700

800

900

1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000

Shear Strength (psf)

:r-

".

C¥:)

---

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..

~",,=o-c.,,,,,,,,~,,,,,,,,,,,,~~,,,,,,«

e..

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Hand Cone Penetrometer Test and Analysis:

RTB

12107104

Project:

Location:

Delivery Order

#:

Date of Testing:

HCPT

- Bay Bottom

ID

(MLT in It)

J31

-1.1

-1.1

-1.1

-1.1

-1.1

-1.1

-1.1

Aransas National Wildlife Ref. - BUS Site "J"

Dunham Bay located outside of Rockport, TX

0024

11/10104-11/11/04

Water

#

of

Rod

Thickness

Depth

(It) Rods

End-depth

(It) Soil Layer (It)

3.1

4

3.6

0.5

3.1

4

3.9

0.8

3.1

4

4.0

0.1

3.1

4

4.3

0.3

3.1

4

4.6

0.3

3.1

4

4.9

0.3

3.1

4

5.0

0.1

-

Total Unit WI.

Nk

of Soil (pcf)

factor

90

9

110

13

110

13

110

13

110

13

110

13

110

13

-

'---

Probing Results

Resistance

Depth'

Depth'

MLT1'

MLT2'

Average

Weight of Pipe

3.4

3.3

-1.4

-1.3

-1.4

1 HP

(40Ibs)

3.9