\.~~-----

U.S. ARMY CORPS OF ENGINEERS

GEOTECHNICAl BORING DATA

V.

-1'

-1'

1'1

tJ

PROJECT NAME

:

r

0 1--')0

.;.

"'./l'

V1;lJ.I,IJ Mt (

LOO

OF BORING NO.

"

J -

it

')

LOCATION/STATION

':J,).!.

'J)

----~--~-------------

DATE /TIME STARTED

J)!! {) /0']

;)

.'J: "J:,) ]//;'

DATEITIME COMPLETED

/1

/1

'. :

'5

TIDE ELEVATION

-!

,:,.

ry'

MLT DATUM

WATER DEPTH

" . := ')

'-, s-o

DEPTH

FROM WATER SURFACE

!

TO BOTTOM OF BClRtG

:';:0 . 00

iJ

.,

WEATI-ER

( ,

":J/'/

,,'

\ ').#1'-'"

Cr

DRILL RIG MANUFACTURE

MODEL NO.

CF.?

DRILLER

D

''lI'

r' ',J

"",/,/,,,>

10l7fTC

{,;./(

In7""'~};;

DRILLER'S/ LOGGER'S COMMENTS

__________-=-________

Page-L

/~

JJi!~

i -,

.

,

[,

---

,._::_'__

~"

___

.~,-~_._;_-,:,,_,"_.~"-:~~~~~_,

___

~

__,_.

~~~_~~,_'~'.""n~'~L".'_':'L~~'='''''~''~_~'"~'~,"~'>=~X=""''=''~,~"."<~~,,~~'~"

__

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

..

=~_,

_'

~

__

'~~,,,

BORING NO.

QO-40

DATE: BEGIN

obl,t!

'Q']

COMPLETE

Q6/J4/ro

JOB NO.

14 &4.0=1

LOGGER

,4yi,

PAGE

Z

/3

~

PROJECT

Vic;f:oyl«

r

!.y'". UQ.;,,,C P

'" 5

LOCATION/STATION/ELEVATION:

r

:;!::l

,

'?)

--70

./

E

r, ..;.

i,

0

/-I!-~

.

,,-.-'

W

f;;

0

~U

>

~I-

__________________________________________,-____________________

~

Z""O

I

W W

~;l

DEPTH: AUGERED

WASHED

24,5

CORED ___________

...

:t:

~

~

..l..l.....

"" ""

~

1il!;::

I

TIME

DEPTH

TIME

GROUNDWATER

DEPTH

READINGS

TIME

DEPTH

~

<=>

tIJ tIJ "" tIJ

FIRST

~~~~-----+------~----1------+----~

i~~~~S-

COLOR

MINOR

MAJOR

MODIFICATION

- 0

If''f

0)

"

-, ",

~",'

e

1-

---,'. )

0

50

50"

~

),.', C;

!r'J" ,'I>

,'~

f' Y

- - ' j

Y>'>'

f

,

-

,

'

('

I

,

,

j

'...

1-

__

--+"':'

'"1

~

w' .':')

.

-/,IV ....

')",)."

"/;) •

/.J

~

//

¢'

-. --

-

1------1

j

2

0,50

4'

--

'j'.i

_

5-'

,

3

I,~

q

S8

n-

f)f}

L.;'",,",~

('

",,,!

,

'C'-X;-.

~:;Ic. ?·'~'YP,

"'J(){)N.

I

!'" J ,.;.

"'''.

~

M

oJ

,"

I--

,

'I

'

)" ',.

~.

".

//..LU

,.'

r..

, ...

~

"f'')'')'

;..-....,}.

"J"

) ,.. ;

i .....

\----1;:-;1

II

-

~ ~,

-,

r

;lr

4

i.50

II

'I

s~J..A-j

:"""'M

:"J.l/"""'-

,

.

1----1

C

(

<..

~

"

'V\.......

O:J'

~;QJ).}

"f

-

,\'

~

"""

v/

fLi'}

0

II

1/

-

"~I,

C1

1----1

J'!

,''v '/,

'1"\"

-

"

~

- 10

_J;."

T

5;

'~"

'"

,

I--

6"

1/Y)

I;

'~!

,1.. -'\.,

;,

s;.,

:11... -

/

_

~"'Loy'"~'"1'"

J

Y'...QrN"'

~.J

I--r--

#

-

w

c>

' "

__

",---_..

-

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

1/

4'

_

,"

.

R

1----1"';'

/.

--

- i

5" -

'3 ;

~~

1/

1/

I--

//

-

";,00

Sbf/.

//

/

__

,

1----1") '')

~

,:;)

l'

j,

'"

-,

:=

:. '1'

•

"

I

,~/:i

-20

-

;'-"

/.

_

v-IIt;

~

-

by,'";J".J..

Vf.A.;j/.I.'

'-.:

.~p

/"1'1../'."

-")

~

I----I~J

-.

!,

?

:).It.i

'CJ"

J

(.<.wl~

:=

1----11;7"'

;"),'/

/'

(:"'~J

1/

!'I/,r.,,~"'/-)'"

/''')/,,,'''.-

-

:2 {J'50

.)

OJ ,

'

-

(

- '! '

_

- 25-

c_

•

6'

I--

tJ:bo..."

:.<-j.

vVIV'l1,

r

--

~

--

~

-

-

-

-

-

CONTNUED:

0 YES

t:!I

NO

:"

.

i'

i'

---

Project

CHANNEL TO VICTORIA

SUMMARY OF LABORATORY TEST RESULTS

VICTORIA, TEXAS

Boring No,

SPT

Dry

Wet

Depth

PP

Blows

Visual

USC

Mc

Unit

Unit

LL

S#

(ft)

(tsf)

per

Classification

(%)

Wt

Wt

(%)

Foot

(ocl)

(ocl)

1

o - 2

Black and gray, CLAYEY

SAND, very loose, with

SC

27.6

clav seams and shell fraqments

2

2(jJ

Black and gray, CLAYEY S.AND, very loose, with

SC

14.1

114.4 130.5

clav seams and shell fraQments

3

4

• 6

1.50

Light gray and tan,

SANDY CLAY, stiff with

CL

22.6

calcareous nodules

4

6 - 8

1.50

Tan

and light gray, SANDY CLAY, stiff, with

CL

20.3

107.9 129.8

calcareous nodules

5

8 - 10

2.50

Tan

and light gray, SANDY CLAY, very stiff, with

CL

18.1

/'\

sand DOckets

6

10~

3.50

Tan and light gray, CLAY, very stiff, with trace

CL

22.2

102.6 125.3

sand

7

12~

3.50

Tan and light gray, CLAY, very stiff, with

CH

26.5

calcareous nodules

8

14 - 16

3.50

Tan, CLAY, very stiff, with calcareous nodules

CL

21.3

9

16 - 18

3.00

Tan and light gray, CLAY, very stiff, with

CL

18.2

calcareous nodules

10

18

• 20

3.00

Tan

and light gray, SANDY CLAY, very stiff

CL

20.7

11

20 - 22

3.00

Light gray and tan,

SANDY CLAY, very stiff, with

CL

19.0

sand DOckets

12 22.5-24.5

2.50

Tan and light gray, SANDY CLAY, very stiff

CL

20.1

S # : Sample Number, P P : Pocket Penetrometer Reading, USC: Unified

..

SOIl Classification,

..

M c : MOisture Content

q u :

Unconfined Compressive Strength, W 0 H : Weight of hammer

43

38

42

90-40

Mechanical Analysis'

PL

% Passing

(%)

#4

#10 #40 #100

18

93.5 90.5 87.0 58.4

17

84.7

84.5 83.7 82.3

97.2 96.6 96.1

95.8

Torvane

Shear

qu

Strength

(tsf)

#200

(tsf)

32.5

0.15

73.7

0.53

94.7

---

o

~i

...

Z

o

.Cl

-,

o

Failure Sketches

0.8

~

0.6

~

Q'

0

~

,,;

~

iii

~

0.4