..

PRELtMINARY INVESTIGATIONS OF SUBMERGED AREAS

Delivery Order NurnberO,i.?1

Date

(o/a.tlotf

Project ¥\ IV

W

~.c"l

( .

. Location ID Number :r

-3D

Coordinates:

)(-.~.,

3-":J.,-7":<$''=-.:c,.........:::.--'-----

.

Y-131~1"i!3\;

Water Depth

3.

if .

Pipe Length

16" - ('2,

IA $

Tide Staff Readings:. .

.

Time

.Reading

Morning

"~LlS

1:\

I)..~

.lS

.

Mid-Day.

Evening

';-;-:'."'-:s;O-

.;l.

Q

Push No.1.

. Time

iJ.;);S .

Weight of Pipe Penetration (WOP)

31L

Comment;L

"s

l'I

~a...

. One-Hand Push

{40~lb)

Depth

'1 .

.5

.Commentsc........

~

,,-P

G.L;l;.....~~""'[.=--_,....c...._~

One~Hand Pw~1i

(70-lb) Depth

~

.0

Comments SA

Z",,%?,S

.,

.

Two-Hand Push to Refusal - Depthi..:1.

Comments_S~A-,-,,·

a-_5~(;...,=.<v-,-1~-'-_--:-

..

"J,',

.

3.

D

S A

~

.,b<-\t

.

..Push No.2.

.

Time

7~31

.

Weight of Pipe Penetration (WOP) 2.:.L. Comrilent,--._______-'-.

One~Hand

Push (40-lb).Depth

5;~

Comments.___

~_---:

___

S. . a-

tt)

5. 4 .• SA'-¥-f.

One-Hand Push (70-lb) Deptl:'l

<n

.1:\

Comments______-'-__

.S.

t/-I:D$.'l

Sob c.L

Two-Hand Push

to

Refusal-

eRth~

Comments_________

.:r~'

~.o

c...

\

Hand Proving Ring PenetrometerTest? Yf{,5 .

Hand Vane Shear Test?_...;.._______

.

Technician (Probe Handler)

(Y\;~(..

A.

. Recorder

G9P7

L.

A?:.7

---

....

.. , :

", .

-

.',

.-,' .

' ..

, ",'

,.,',

'

...

".. HANDCONEPENETRATIONTESr (CPT)

.. > DeliverybrdE;lr Number

0

~)

....

Date,--,(.!<.,o+,/~"-I'-ltIJ<D....,tI_·

.'--__

.._

.

P~ojectAN

W

e,.(II'g..

" Location

IDNumbe~

. J.

l,O

T'

l'

IILL

..

_=-.Ll::!-~_--'_

. Ime .',T'

.Weight of 'Proving Ring'

.Weight ofR6dSection'-"'3=-}TT7,S-

"

,"

'

'. " Weight of

Rmt

Pe~etr~tion

.

"1.

0

.'

.. NumberofRods' ......

' .. : C9mments,___

~,--,--

___.,.....,________,--___

End

Dial No,'.' Comment ..'

.Depth '.... Rods. ....... ..'

. 2:1...

L

._._"5114" GL.

..

~,~_.

_ SA e..L

. '.

.,.11

'...

~

. _'"'_ '....

9fL'),G~\'-'rl_--'

....

~

j!L ._

.... _._ SI.....I) /GA'

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..

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End'. Diai No:. co;nment"

Depth'

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···.··M~

---

.....

>~wm=.e~,=~=>"~,~~~<~_~_·"",,"",,","~~·~·~~",===~.~·~~_

.."".""<>,,,,.,,,...

,,,,,,,,,=='~.'''",'<.''''''~-=---=>'=.,,""''-"'--=.''".=~=.'" ,~,J"",",~"","""=.,,,,.,=,,.

""","",,,",,,,,,"~,,"~,~,,,,",,,,,,,,,,,"~.~,,,,,,,,

•.

,,,,",,,"~,,!,,=,,,,,,;,,,,.,,.""'

...

·=,,,"~,,=~='-"'''=D'~"'''·.·''''>·~~'''',.''',='''''"·.?<C,"''~'''",,",,,,,,,,,,,,,,,''''''''.m,'''''''''X'''''''U,,,,,,,W,,,,",,,*,,,,,,,,,~,,,,_,,,_·.,,,,,,,,,,....,,,,,,

3.0

2.5

2.0

1.5

1.0

0,5

.-. 0.0

S. -0.5

I-

~

-1.0

c -1.5

g -2.0

i

-2.5

..!!!

>

-.3.0

W

-3.5

-4.0

-4.5

-5.0

-5.5

-6.0

-6.5

-

-

fo - -

-

---

---

-

--

-

.

-

-

I-- •

i-- •

-

-

-

-

~

•

~

Depth Vs. Shear Strength

I. J301

--

-

~p

~r~x~n

!i'~ ~I

p,.e

.\-~

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• -

-

-

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I- -

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.

.

--

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-

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--

-- -----

.

-

------

o

100

200

300

400

500'

600

700

800

900. 1000 1100 1200 1300 1400 1500 1600 .1700 1800 1900 2000

Shear Strength (psf)

C"b

I"-

0..1

---

,.",.~~.

__

,"_,"",,>_=,,~~~_, ~_'

__

._~~_~~~'~~",..,=~=,,,

..

"'=""""P"'=_'_''''_~"J'_~=~''=">,='='>'-='''';''",~''''==:'''"''';""'""="""~'=''''''''='''=''.'''''-'''',,"'''''''' ""-"-=,",,'.'O"=_'""A"~"_C=·.'~'"';"~""~'''-'''"''~"''''.'~''''''''-''='-'',,,:,,,,,,,,,,,,,,",,""~"'''",''''",.~~''''''''~,C,,-,,,,,,,,"-,,,,~,,,,,,,,,=,,,;,,,.,''''~'''2='''~".,,"=~.\'''''''''''~'''

".,,,,,,~

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

Hand Cone Penetrom'eter Test.and Analysis:

RTB

11/8/4

Project:

Location:

Delivery Order II:

Date of Testing:

HCPT

- Bay Bottom

ID

(MLT in

ttl

J30

-1.2

-1.2

-1.2

-1.2

-1.2

-1.2

-1.2

Aransas National

Wildlife Ref. - BUS Site "J"

Dunham Bay located outside of Rockport, TX

0023

10/20/04

to 1

0122104

Water

II

at

Rod

Thickness

Depth

(tt)

Rods End-depth

(tt)

Soil Layer

(tt)

3.4

3

7.0

3.6

3.4

3

7.3

3.9

3.4

3

7.6

0.3

3.4

3

7.9

0.3

3.4

3

8.0

0.1

3.4

3

8.1

0.1

304

3

8.2

0.1

Probln!'! Results

Resistance,

Weight of Pipe

1

HP (40Ibs)

1 HP (70Ibs)

2 Hand Refusal

- - ---------- -

Total Unit WI.

'N~-'

-

Totai

Dial

at

Soil (pct)

tactor Stress (pst) Reading

90

,9

324.0

0

95

10

694.5

7

110

13

727.5

160