.

\

.

,

'

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'.

. ','

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.".

,,' ".

.

:

,

.....

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'

. PREliMINARY INVESTIGAtiONS OF SUBMERGED' AREAS .

'. '.' Del[v.ery O'rder Number .

0!-1

...... '.' Project ....

.I1NY

7~r..,«<

.

.. Location

IDNUlTlber-:r-~~"

Coordinates:

II

J. (,

J

1/('1/1"

. -< ...•.. "

y 13,1.3

1.

J".l.

Water Depth

'.

~..''1,.'

.

Pipe Length .' .'

\5

.

f~

II,,'

..'.

Date'

Id 6,;'"

.

.

i

Tide Staff Readings: . '.

Time... .Reading

Morning

~--'-_

.

r\llid~Day

..,--_,-,

Evening ___

...

,PushN~.

1

.

rime i;., S:L

_ .. ' '. ". . -

'"

... '....

.' ..'". . Weightof Pipe Penetration

(W9P~Comment $p{~

(..6.. wi

56t.11

. '.' One-Hand Push{40-lb) Depth""

.' Comments

0.... f.o¥!?-.

'.'

.', .

. '.

, .. 'One-Hand

PlJsh(70~lb)

Depth '.

{O. Y

".

Comments-=:

S,-,~.:;.f...-,-,\

I_____

-'-~

.

-f

. Two-Hand Push to Refusal.., Depth.::LQ Comments.-'S

....

l\....,.'e<""l,..I____-.."._

."

:::rl~

".4 Sbe..1\ .., '.

!

.

.

:;

...

'

.'. '...

.;pushNo:

2

'Time''::'''''

..... ": .'. ."

.

.,'. .'

......

.• Weight of Pipe penetr-ation(WoP)li. Comment

s/;.~\o",. ~''''-

..' :.:. .

.OIJ~HandPush

.(40-lb) Depth:

10.5'

.

Comments'

··(.<~141

<'<'kr

c.L'

...

. ..' .... ." .. .' .

One~HandPush(70-lb)

Depth

"1.0 .

COmments S(d\

o.J!s"+t",,,

..' Two-Hand. Push to

Refusal-Depth~

Comments._So<-;k'co;:.""\\....

_~

__-'-'-_

.. ....'11.'. 1.;-Sl.c..\\

.-

.

.' '.. Hand'proving

Ringpenetromet~rTest?ye.S

.'

Hand Vane Shear Test? .'

.........

.•.

'"

"~echniclan

(Probe'Handler)

~;,~···A··,

.

RecorderGo.~

.L

,"

..

---

..HAND CONE PENETRATION TEST (CPT) .

bel~Very

Order!Umber ....

!~~7'.3=--_-"

Project

.

Ii

11/ (.J

~6.''-:

Date "16

b,lor ...

Location 10 Number

J.

j.

<t

Time >'.

f

(;,

-~~~------c"-

Weight of Proving Ring

Weight Cif Rod Section'-.

(':"""l-J/--rlj

Weight

Co.rnments

of Rod

..

Penetration

-><'-'-'L-'-

".b

__

~

Number oiRoCts

~

--='----

Comment

End

mal.

No.

Comment

c.....L

Depth

Rods

-.i... __

~~

___---,_

,

,

1. .

--.

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

--------'--

,,

-- --

--~-'---~

----------

----------

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

-_.

--------~-

------

----------

..

-

----

---'-----

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

----

---'---~-

-.--

---_

..

-------

-----~----

-'-

--

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

._-

--

_.-

-~----

-- --

-'-

------

-.-.

-

--

-.-

--"-

-'---~---

-----'----~

.

__

. --"

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

--

-_.

-----~

---

'""v>=m";='=="""~=,<=,~=,=Au"'=_""=~=-"'h"<_""'='~'''''''"=''''''';="",=.~=,,,,-",-"""",,,=,,,,,,,,~=,=,,,=,,,,,,,,,,:.,,,,,-,,,".:.~,,,~-,,."-,,,,,,,,,";,,,,~~,=,,,-,,,,,=-

""=-''-'''''''''''.~"-'~''':''-''''w",".',"c,",,,,,,"-~~.,,.,'.,,,,,,,,~,,'o--k",.,",,";";'''''-<"''~~''''''":'''' ."",.""""~\",,,,,,~,,~,,,,,,;.,,,,,,;,,,,~,,=,,,"«,,,,-,,,-,,,.,,.,,~,,,-,,,,,-,,,~,,,,,,,,,,,,,,.,

__

~"-""''''''''''~'''.,,"'''

...

,~".''''"'=~~''''''~,,=~,~."''-~'''

,',""""<'."""",,,,,,"

3.0

2.S

-- -

-

---

----

-

--

-

2.0

1.S

1.0

O.S

a=

~

0.0

I-

-I

-O.S

:lii

.

c -1.0

g -1.S

~

-2.0

..9!

>

-2.S

W

-3.0

-3.S

-4.0

-4.S

•

-S.O

-S.S

Depth Vs. Shear Strength

I. J2s1

.T

~I>

I

1>,

~I>I

- -- -

-

----

--

--

-

A~

broxirrlate B IV

Bo~

10m .

••

•

I

-

--

-

-

-

-

-

-

--

-

--

-

-

--

0.0 100.0200.0 300.0 400.0 SOO.O 600.0 700.0 800.0 900.0 1000.

1100.

1200. 1300. 1400. 1S00. 1600. 1700. 1800. 1900. 2000.

o

0

0

0

0

0

0

0

0

0

0

.

Shear Strength (psf)

'\)Q

'J)

M

---

""~"~~~=~'=wm",";~~~~=~"""'~"""",""",>",=~"""."",=.",",,,,=,,,~';',~.,,.,,"";''''''_'W"~_>.~~'''''='''".m'Q'''~~

,=.;;,;',<.".""'~,,-",~c<. ,"m""';"._",;'/~~.,_,,,,

•.

,,,,,,,<~y,,,,c"';,_:",-.,.,,,~.~.c~.,"~,,,=,,cO'''-''"''''''''r,"''m'_

...

''~'&''~'''''''''' .,y'";·_"~i~"-'tC;'~,,,,,,,-<.o '-'''''>~~'''~='''''''''''-''

.-",~~",,,,,,,-,.,,,,·?",,,~"'m'o-,,,,;,,,,,,,~,,,,,,,,,,,,",,,,,,,=.,,;,,~~=,,,,,,, "'V.g=N_""·,".~C

Hand

Cone Penetrometer Test

and

Analysis:

RTB

11/8/4

Project:

location:

Delivery Order

#:

Date of Testing:

HCPT

- Bay Bottom

10

(MLT in It)

J28

-1.5

-1.5

C1.5

-1.5

-1.5

-1.5

Aransas National Wildlife Ref.

- BUS Site

"J"

Dunham Bay located outside of Rockport, TX

0023

1

0/20/04

to 1

0/22/04

Water

#

of

Rod

Thickness

Depth (It)

Rods

End-depth

(It)

Soil

Layer (It)

3.9

3

6.6

2.7

3.9

3

6.9

3.0

3.9

3

7.0

0.1

3.9

3

7.1

0.1

3.9

3

7.2

0.1

3.9

3

7.3

0.1

Total Unit WI.

Nk

of Soil (pel)

factor

90

9

105

12

110

13

110

13

110

13

110

13

Problna Results

Resistance

Depth'

Depth'

MLT1'

MLT2'

Average

Weight of Pipe

5.5

5.4

.

-3.1

-3.0

. -3.1