.•--------;..,.....-----.,-..

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

__

'"_,~

__

"'",;..~

......;'H'"••

O~"~~"~~n_".~"'"~~,~~,,.,=,,_'"~~,,~.~~W"~=""~~~~=""""="'=._===,~''''.;._~,~~~,~,=_,c.=k"~"><'''~''''"'~,".~~~.,._

U.S. AAMY CORPS

~

GEOTECHNICAL BORING DATA

PRQJECT~

V(cko

Vl(;\

Sk'p

CkvtlYl'(

I

LOG

OF BORING NO.

8~ ~o-

4

I

LOCATION / STATION

__

J!...c

1

:...,;,,-,

.;....1--"')::...:)::..-________

DATE/TIME STARTED

)

/6':('))

;2:?O

e~

DATE / TIME COMPLETED

/

/(

~

:

?

0

«

TIDE ELEVATION

~

7, ."0

WATER DEPTH

t,~Z'i

~'"~~'

DEPTH

FROM WATER SURFACE

/

TO BOTIOM OF

BClRJ\IG

'2

1- '

8 3

d./.

'$

0

•.".....

~.~

s

,,;)

'VIEA~

,r-.

"

-,

'''/

..,

~,'

""

".II."

.,..,

I

,I.-w:;n

\

. ,

("

DRILL RIG MANUFACTURE

,...

MODEL NO.

.~

r

-:;

DRILLER

DtYr

( ': -,:

.' -"

'~c

lOUR

4ds(

Uqr'H!'li,

MLT DATUM

C

-~,

(3:;

-'"

-,'

-',.

DRIlLER'S/ LOGGER'S COMMENTS

______-_________

Page--L

/~

~l#\

.. ,

;

..

i'

•

---

i, .

"'.~~-

BORING NO.

:/.0-41

DATE: BEGIN

06//GbO

COMPLETE

OG/lc/ro

JOB NO.

11G4~

LOGGER

b; t

PAGE

~

/ S

f-<

PROJECT

IU

~'.

S

h-,'

e

[J,,@1t1t.t

z

::>

LOCATION/STATION/ELEVATION: '

Sbt.

1=15 Tool

E~.

+ e::5f.i,

HLT

~

a

f-<

z u

,.,,----

'"

:;: 3

-',

'"

0

~

z

,",0

2/.5

,

o

....l

DEPTH:

AUGERED

WASHED

CORED

'"

'"

f-< '"

,

'"

....l

'"

__ I

GROUNDWATER READINGS

f-<

........

...

~

~

Z

f-<

TIME

DEPTH

TIME

DEPTH

TIME

DEPTH

(!)

'"

'"

...

ell

ell

... or.

FIRST

CONSIS-

COLOR

MINOR

MAJOR

MODIFICATION

TENCY

-)

,.

-

CLAY

'S't"'. .

'r

i/

()///f

'Y

I

.'? ?5

'/. _',l

~

LJY'J.M

_

wI",

"~'

"

-

,,'

f

1

'~.

J

r~,

I

'I

'!

-

-. ,

.,

~

Tc.v~

,f

_ Wi

(:1

-'I'"

~h' y~)

,1.1

~'./

{OJ

"'<.y': "

:, '"45

~ ~.

::.1-

,

-

2

/

.

r'

,

,

-

/(

".

,..-'IV'

TC}.IY)

51 :>"';"

r

>.0

~v..J

'r

- 5'-

3

!.5l)

c.

(

(

.' r-

,

/,

.

,

)'

/" "-"

..,.....

,ILl

l,;,v""r y

-

1 ,

<::"; : /")

./

_'.'-)/

-r~

S"'lN?-> _',',

-

p

..' )

•

oJ. !')

',.

};

::

1,'

(

~

I

t

,

A.

v

-

,

J

"

fa.,

'u

v/fhf,f

..

~wj ~)

>!.. -)

I' • ,)

,j)

":,f

J'~~1

-

-

'<-',

j,

';,'.

'"

d

CU1

of

.fp"

J..

--: ';",

rl."

'd

-

;) ...

-I) -

~

/CS'kYf'"

(

(/

{

(

r-

I:

/

~

.!

',',

~

:;,.

'.

'WI

T(.I.NI.

_'

.';,AoJ

'N' /'"

/'-/'

'~'/"-

.--

-

r ....._

"

t'

'-...J

•

,.k=

"

,

;: ,t,.

...

.- ---',,-

""-.--:-

- ..

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

.....

,

'c/fIC

_--_... --

-

/,

'i'-

'! ."

fJ

(',~

..

~

-ron

-

...

,

~

'i,'

-

-/5-

r-

-

_ 1,.0//

co

',.""

.:w-:O"..I. r

J

,1

, :'r

:-uJ '.)I (P-S

-

1'"1

.-

0...-:,'

',./J.-U

:

3

~'8:'."

,

,

C

-

-

-

-Z?"i

~.

S/B;)z

~

.,' .'

I-

Ot

7...,

(

"

-

~--

,-,-..,.

-

.

Bot~

120/'"

..J

-

o~

r

-

-:~

-

r-

-

-

-

-

-

-

r-

-

-

-

,..

-

r-

-

CONTNUED:

0 YES

III

NO

'

---

Project

VICTORIA SHIP CHANNEL, TEXAS

SUMMARY OF LABORATORY

TEST

RESULTS

Boring No.

SPT

Dry

Wet

Depth

PP

Blows

Visual

USC

Mc

Unit

Unit

LL

S#

( It)

(tsf)

per

Classification

(%)

WI

WI

(%)

Foot

(pcll

(pcll

1

o - 2

0.00

Dark gray, CLAY, very soft

CH

59.5

2

2 - 4

0.75

Gray, CLAY, firm, slickensided

CH

31.0

91.8

120.3 67

3

4~

1.50

Gray, CLAY, still, with calcareous nodules,

CH

28.7

slickensided

4

6 - 8

0.75

Gray and tan, SANDY CLAY, firm

CL

24.0

/"\

5

8~

0.75

Gray and tan, VERY SANDY CLAY, lirm

CL

20.8

6

10~

0.50

Gray and tan, SANDY SILT, loose, with

ML

24.4

99.8

124.1

NP

large

calcareous nodules

7

12

-C~

22

Gray, SILTY SAND, medium dense

SM

8

17

-e

19

Gray, SAND, medium dense, with large

SP

calcareous nodules

9

20 - 21.5

20

Gray, SANDY CLAY, very stilf

CL

S # : Sample Number, P P : Pocket Penetrometer Reading, USC : Unif,ed

..

SOIl ClassllJcalJon,

..

Me: MOIsture Content

q u :

Unconlined Compressive Strength, W

0

H : Weight of hammer, WOP: Weight of pipe

90-41

Mechanical Analysis

PL

% Passing

(%)

#4

#10 #40 #100

27

99.3 99.2 98.9

98.6

NP

96.8 95.8

94.1

93.3

100.0 100.0 99.6 86.5

Torvane

Shear

qu

Strength

(tsf)

#200

. (tsf)

0.30

0.35

82.6

0.20

61.5

27.0

---

01

...

...

<1;1

ci

Z

.C>

o

...,

Failure Sketches

0.4

~

0.3

:!

<T

;::.

0