.'.

'. -'

,

"

,

.

,"

,

"

.'

....

"

. "

..

,

.

. PRELIMINARY iNVESTIGATIONS OF SUBMERGED AREAS .-

.....

....

'Deliv~ry

order. Number

OJ.

~

..,

.

'Date

\0\ ).0\ 0

~

. Project.. '.

A

lib.}

.

e;~,.g;

.

.

:

............

.. Location ID NL,Jmber:-:-..:.:r

.....

-~,...o::·:;"-:."...,.....

____-'-_

Coordinates:

t

J.

(,3 "

013

.' ..

"y

H1..3,{8S(

Water Depth:V'l

.: .

Pipe Length

\

1) ...

~

I t..S

. Tide Staff Readings: .

.

Time

Reading

Morning _.,--':'"

. ':Mid-Day

.'. Evening

---

.."One-Hand Push (70-lb) Depth' C..5,

.Cominents--"'-S'-'-A-.:::<(,::::::.L___-----'__

.' ..

~,TwO-Hand

flush to

Refusal-Depth~Comments

SA d.-

~A

@

6~-H

__ '

,

' '. "'., .'.' ,.' " -\• '4. '!.. "'A' .

•

i__ ,'

..

'

.,." .,_It\

12°:::1

2_ .'.

,

'1

.0 ',. .,.......

" Push.No. 2 .'. .

0

'.

Tinietj't j I .

_

. Weight of Pipe Penetration (WOP.}II

Comment~s..:.t\_:

_______

One-Hand Poush

(40~lb)

Depth

If. 0

.. Comments'....;S""A,,--'__

--.-..;......-'-~,...

., One-Hand Push (70-lb)

Depth"",Io~;S,,--_

'Comments.54

LL

'II

Ii

/Sot,.....,'

.

,",'

.

"

. Two-Hand Push to Refusal -

Deptn~

'C-omments.""S"",().",--'

.::;w::.-Z'-"fw4....

i:...:.;1('-.

.s:.;"'&s!i.Ji''''''~.-

. ."

'.

::fi~"

2;'f SA .. .' ... " .' ' .

.. Hand Proving Ring PerieirometerTest?

-l'-¥"'''-'~<--,......c..''''

.

, .' Hand Vane Shear Test? . '. ':."

'

.

-I. .

. ..Technician(Probe Handler) ..' ('I\'¥-<- .

n. ..'.:

Recorder

Go-It1

l ..

A83

\

"

---

,

.

.... '"

. '.

:!'

'.'

,"' ..

,-

.'

'.-

.

HANDCONEPENETRimON

TeST (CPT).' ....

' ...'

Del~veryOrd~r NumbLfl~="~j,,'

._----,

ProJect..

AAlV~

.....

Location jONumber

::r-;3

.. '

Time W' ?,S

..

Weight of Rod Penetration .

5 .3> ...'

'Comments'

..........

.

End DiaINo.:Commeht .

.... Depth : . .'. Rods

.. h!L' \"t"\

..' .'.'

...z5.!!,fi_..

~

__

.Date

i

0

\'~'lo'f'

'.'

.. Weight of Proving'Ring-,-,__

.' Weight of Rod Section

I>

".(

... Number of R,ods,_--,,'3:..;'_:---'-_

'. End

. Dial .No.

.Comment ....

Depth'

Rods

. '5.&.' .'. \\ .'. '.'

:~5:,,-"

-!<,;.:::;c.._'__

-

.~

-----------

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

H..

~

'.

;...1"';;':"_1..;..'_.__

.. "..

·t.~H~:

. •

.•.. -"S,.I.!t---

.. "....

1.dct....

~':.

'.'

.-.....:'1_.___

--'

--

..

-~-------'-~-

~

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

'--.

---'-'-

-- --.

,,', .

-----

'-"'-'-'

--.-----

. .--' --'

--

..----'---

:

--

,--'.

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

-.-------~----

.

----

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

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

--

..........

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

-..

----------

-

..-.'-.'-

-.-.---~----~

.-- .-'----"--- --'

-- --

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

----

.;-

''!

4I!.".

",'-"

.

--

.--'

--

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

.-'

.--'

---

._'-

-~

.

-.

-'-.

.--

-.-

--' --'

--.

~

.._---'--,-

--

. -'---'---

-.

--

-'-".

--,..,-_

.....

. '----'---

-- -- --

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

.-.-'-

----.~

..

------

. --':.

--

-'-

~------'-'-

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

'--.

--.---------------

'-'-..

~

._-----,---

. --' ---'

-- --------

-----.

--------

--'

----

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

'-.-.' :-'- -.-

----~-----"-

.

-- --

---

---~-----'-

Comments ._.________

---'-----~-'-------------'---

..

,"

~.

,"'

---

'''''~"'~_=''«_'''''_'·_~'<~~"~_''<c_<o_~<~==_.~'''''~'~.~.~.~'"='=""_~""w,=;"""""""·.,~~>·,,,,,=,,,,,,,,,,,".=~_,·.,=,=,,,,;",,,,,,.,,,,,,,;,,,.,""--"=";",,,,.m"~'x.,,,,,,~_,,,,,·.=_,-,.~&,,,.,~~,,;",,,,,,=,,.,,,,,~~,,~,,~".,,,

HCPT

- Bay Bottom

Water

#01

Rod

Thickness

Total Unit

Wt.

Nk

ID

(MLT in

tt)

Depth

(ttl

Rods

End-depth

(tt)

Soil Layer

(tt)

01 Soil (j:rcf)

laclor

J23

-1.2

3.9

3

5.3

1.4

90

9

-1.2

3.9

3

5.6

1.7

110

13

'1.2

3.9

3

5.9

0.3

100

11

-1.2

3.9

3

6.0

0.1

100

11

-1.2

3.9

3

6.3

0.3

110

13

-1.2

3.9

3

6.4

0.1

110

13

-1.2

3.9

3

6.6

0.2

110

13

-'"""'.''''"-''''';-'''''"'''"''''''''-'''''~-''='.''''''=''''''''''~'''''''"''_'_''''''>'''<,~~",,,,,,,-,,,,-,,,,,",,,<,,,,,=,,",,,,,,',,,,,:.~,,,,,,,=,,-=ci;';,,,,=,,,~~.=_"",,,,b==",,,"---"x"_'m-c.

Prablnq Results

Resistance.

Depthl '

Depth2 '

MLTI'

MLT2'

Average

Weight

01 Pipe .

4.6

4.0

-1.9

-1.3

-1.6

1 HP

(40Ibs)

4.7

4.0

-2.0

-1.3

-1.7

1 HP

(70Ibs)

6.5

6.5

-3.8

-3.8.

-3.8

2 Hand

Refusal.

8.1 ..

8.1

-5.4

-5.4

-5.4

Total

Dial

Dial Conv.

Capacity

shear str_

Below

- Elev_

Stress

(psi) Reading

X(lb)

q,(psi)

Su(psf)

Mudllne (It)

MLTln

It

126.0

0

0.7

2.7

29

1.4

.-2.6

313.0

144

46.0

47.9

507

1.7

-2.9

343.0

11

4.2

6.1

49

2.0

-3.2

353.0

39

13.0

14.9

163

2.1

-3.3

386.0

240

76.2

78.1

835

2.4

-3.6

397.0

245

77.7

79.7

852

2.5

-3.7

419.0

270

85.6

87.5

937

2.7