" ......

~

.

.. '

,

,

PR~l-'MINARY INVESTI~AiIONS

OF

SUBMERGED AREA .'

<

.J"

. Delivery Ortler NumOer{)l.:> .....

. Project

.fs.

IJ

W

k(~,(...

....

Lo~atibnlDNumber

.....

::f--t.

. Coordinates:

~7-':')..r.;::7-'l=".

~:-')+\74-='

..,--__..;...;.---''--

..·YI'~3~~)1

Water Depth

.

~.)..

. '. .

Pipe

Length ..

iii .

I~

14*

Dats_.

.l-"--J-Il'"'-+"~----

Tide Staff Reaclings:

Time

Reading

. Morning __

~

Mid~Day_~_

,Evening ___

, .

P~shNo.1

... ' '.

Time)/~03

....'.

'.

'.' .' . Weight ofPipePerietration(WOP):hL co;nment

SIt+t:..L .

.. ': One-Hand Push (4:0-lb) Depth .5.;L.'

'CommC?nts~o{ ~

G I.- '.

.....

:

....

:

",

...

One-HEmdPush(70~lb)

Depth

G.

L{

·.comh1ents-,5~A",-..,~,-"L=-_--,-,

__-..,

. I

. : .

:1 ..

'.

..

=T'-w-o-"7H7'a'-n"7d-::p'-u""Sh""t""o-:R=-e-:fu~s-'-a-:-1

_

.....=D-e-'pt::-h-;"la-;.-=S:'-.

-:C:-o"?m<""m-e-n-;-ts-=-~S.L:"~",·-:c<",-·"7;\,-,-lr.~.

-_---..,-_-_~~_~-

_-_-

_'~

'.

....

q~:r11

'L

o:Sl-e.~\

.

"

.

. '"

.~'.

...

One-Hand Push (70-Ib) Depth

<0 .5

.Comments

So0l4.

(..L

......

Two~Hand

Push to Befusal-DepthlJ.. Comments

$

",..I

S4etl '

'. '. " .' . -:r,',

'i!;

~

.$

k(.;\

\""

l

He" . •

. Hand Proving Ring

Peneti-omet~r

Test? .

yeA'

.

Hand Vane ShearTest?:

.

'.'

.. .'

Technician

(Probe Handler) ri\

,\<.«

A,"

.. '.•

Recorder~e:rL,

'

.

,:

..

---

- -

....

HAND CONE PENETRATION TEST (CPT)

Delivery Order Number

0

~

J .

.' .. Project

A

~

. w .

tc.f.."'c..... •

. Location 10 Number

.

J - s:

.

Weight of Proving Ring

. Time II

~

«o'l

.

Weight of Rod Section'-,':-::"/J-r

f.

Weight of Rod

Penetration,--,?i~'

.:,:'

G~"____

Number of Rods--'S"""-___

Comments,-,,-__

' _________---------_--,

End

. Dial .No.

Comment

".

End

Dial No..'

~eeth

.'

Rods

. DePth -

Rods

Comment.

.

~12-

.

'Soft LL

.

s~ '-tf.,~

3;." ._____-,--___

. !J.G!

.~.

===.

~5::.:.A-"CL:.L=-__

.... __

...'. _.___. __-'-__-'-

..5..:.£.

..

..s1:.. _.

_. -"0.'-',-'

_'_'_~

u:.

~~_

/

~'.~

J

--

-~

------,-:

--

--'

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

----.--~---

..b.2 LL -

.-J----

..b:.1.. .tL

----------

~ g~-

7.1J..!J.1. ._

::L..1.. a.JJ!..

.1.Je....

jL

S~t\

.. _

----

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

-- --

-----'--

J2L~.

'. '&.0

~

j'3"'~

_.

~ ,'+~

-=,'1;-(:7,-:-.--

'u..~

I,

S~(,U

..

~p.~c.. .vl$bdl1~·_·-

_- _-_-. _____

-- --

-----"----

--.

-- --------

-- --

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

-'-----,--

-- -- -------

-.-

----------

-'-.

'--

--

----..,----

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

'-'

-- --

------~

--.

-- -- ------

-.-

-- -- -------

'--

--

-,,----'---

.--

-- --

---~---

Comments --:__--'-_______

~---------:--

~.

---

Hand Cone Penetrometer Test and Analysis:

RTB

11/8/4

Project:

Aransas Natiomil Wildlife Ref. - BUS Site "J"

Location:

Dunham Bay located outside of Rockport. TX

Delivery

Order

#:

0023

.Date of Testing:

10/20104

to

10/22104

HCPT

- Bay Boltom

Water

#

of

Rod

Thickness

Total Unit Wi.

Nk

ID

(MLT in

tt)

Depth (ft) Rods End-depth

(tt)

Soil Layer

(tt)

of Soil (pcf)

factor

J5

-0.9

3.2

3

3.6

0.4

90

9

-0.9

3.2

3

4.6

1.4

90

9

-0.9

3.2

3

4.9

0.3

105

12

-0.9

3.2

3

5.0

0.1

105.

12

-0.9

3.2

3

5.9

0.9

90

9

-0.9

3.2

3

6.0

0.1

100

11

-0.9

3.2

3

6.3

0.3

105

12

-0,9

3.2

3

6.6

0.3

110

13

-0.9

3.2

3

6.9

0.3

110

13

-0.9

3.2

3

7.0

0.1

110

13

-0.9

3.2

3

7.3

0.3

110

13

-0.9

3.2

3

7.6

0.3

110

13

-0.9

3.2

3

7.9

0:3

110

13

-0.9

3.2

3

8.0

0.1

100

11

-0.9

3.2

3

8.3

0.3

105

. 12

-0.9

3.2

3

8.4

0.1

110

13

'0.9

3.2

3.

8.6

0.2

110

13

.

Probing Results.

Resistance

Depthl •

Depth2 •

Weight of Pipe

3.7

4.5

1

HP (40Ibs)

5.2.

6.0

1 HP (70Ibs) .

6.4

6.5

2 Hand Refusal

6.5

7.1

Total

Dial

Dial Conv. Capacity

Stress (pst) Reading

X(lb)

q,(psi)

36.0

0

0.7

2.7

162.0

0

0.7

2.7

193.5

49

16.1

18.1

204.0

52

17.1

19.0

285.0

0

0.7

2.7

295.0

24

8.3

10.2

326.5

51

16.7

18.7

359.5

89

28.7

30.6

392.5

82

26.5

28.4

403.5

168

53.5

. .55.5

436.5

276

87.5

89.4

469.5

91

29.3

31.3

502.5

88

28.4

30.3

512.5

38

12.7

14.6

544.0

50

16.4

18.4

555.0

270

85.6

87.5

577.0

289

91.6

93.5

MLT1'

-1.4

-2.9

-4.1

-4.2

shear str.

Su (pst)

39

25

201

211.

11

107

197

312

285

583

957

310

297

145

175

927

991

MLT2'

. -2.2

-3.7

-4.2

.-4.8

Below

Mudline

(tI)

0.4

1.4

1.7

1.8

2.7

2.8

3.1

3.4

3.7

3.8

4.1

4.4

4.7

4.8

5.1

5.2

5.4

Average

-1.8

-3.3

-4.2

-4.5

- Elev.

MLT in tI

,1.3

-2.3

I

-2.6

J

-2.7

I

-3.6

-3.7

4.0

-4.3

-4.6

-4.7

-5.0

. -5.3

-5.6

-5.7

-6.0

-6.1

'6.3

cO

riD.

_. __..._ ..

,"_,~_"".

____._•••_ •• ___• ___