U.S. APtMY CORPS OF ENGINEERS

GEOTECHNICAL BORING DATA

PRClJECTNAAE

V,'rkoviCl

Shd

p

U11fAMnef

LOG OF BORING NO,

qo

-

3£

LOCATION / STATION

--..,;.'.:....00=---'+...::;0...::;0---'-________

DATE/TIME STARTED

Ob/!4/W

Q

4:30

f""

DATE/TIME COMPLETED

It

«

$": IS

1/

J

TIDE ElEVATION

.;

2, 00

MLT DATUM

WATER DEPTH

I

3,00

_'w

II

DEPTH FROM WATER SURFACE

l

TO BOTTOM OF 80RNG

'2::r-,OO

WEAnER

((Crw

d

fVl~d

DRill RIG MANUFACTURE

MODEL NO.

t

F -5

DRILLER

,

O'Z!!/'.I

':J>'Y/,~-1

LDn~

,

. (

Lo..zQ/YjJA'r

DRIlLER'S

I

LOGGER'S COMMENTS ______________

""

Page-L/-L

"

!, .

.

.

i'

---

.__

~

___

~_"~

___

·_~~

_________

~.:...."._.

__.",><.,v_,__

.~

__

~~,~~,_~nn.,":.~~_:_._~~">

__

",< __

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

__

:r."~

..

,<,,~.,,

..

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

...

","=_:"',~,=~,,==

BORING NO.

"10-36

DATE: BEGIN

0""4190

COMPLETE

OG/n/W

JOB NO.

14

G-~Q4

LOGGER

Ari!

PAGE

2

/ 3

Eo<

PROJECT

ill

J'M"

~

O.NIM

"

r

Z

::>

LOCATION/STATION/ELEVATION:

Sl::a

(no

-kX:)/

~-{.

+-

2.0D

I1q

~o

t;J

.

~u

.

~

~

~

O...l

f;;~

DEPTH: AUGERED

24/

WASHED

CORED

.

~

~

Eo<OQ

:<I

...l

...l

.....

I

GROUNDWATER READINGS

Eo<

~

""

~

ZEo<

TIME

DEPTH

TIME

DEPTH

TIME

DEPTH

~

~

""

'"

""'"

~

""

FIRST

,

CONSIS-

COLOR

MINOR

MAJOR

MODIFICATION

TENCY

i,

r

0

"

o.~5

F,'VW'!

~

Nt;

CLAY

-"JjshrfPJ

-

~'I

_w/

ca'C(V,,(WJ vwJ.p?n

' "

L~

"

Sb'fl

1/

,

-

if

'.00

II

JJ

t

-

I

!

-

•

;',2

_v/

caf"wf:J'''!

"",J,/F:'t,;,.r (W

r......

1;-

-

r5

_I

'3

I. "."

Gct<P

Te..,

"

//

2.00

#'

-

,

El4

TIM.,

~ft1VU

_w

/

eiHlt

de<cr dl

r(

~"v

;o:w

j

-

a,50

-

f

(rf.

(ef.o

-

, CU!.'jy-

toY:

ca

.(1Z-v(9t..t1

vvo

M,t?J

-

H/DOIf

C

~~T~

(

IV 5

G/toiJz

?

-

r /0

J...:.

I-

-

-

//

_ w/

ra f'r(b"mv

r

0.-<Xl»".

tf

5

J.

d fs

-

~

-/6/5

h

G

I;

-

r-15-

-

"

-

-

/j

~

II

-

~

f

?/isj4

I;

-

-20-

I-

-

,X

Io/J~S

~

I

-

-

8

I;

-

~75-

8:Jt'Ww!

":C§~

l-

e

-

-

-

-

r- -

I-

-

-

-

-

r ..

I-

-

- --- ---

CONTNUED:

0 YES

&I

NO

.

,

---

Project

VICTORIA SHIP CHANNEL, TEXAS

SUMMARY OF LABORATORY TEST RESULTS

Boring No.

SPT

Dry

Wet

Depth

PP

Blows

Visual

USC

Me

Unit

Unit

LL

S#

(It )

(tsf)

per

Classification

(%)

WI

WI

(%)

Foot

(pef)

(pef)

1

0-2

0.25

Dark gray, CLAY, son, silty, with shell

CH

39.0

fraoments, and oroanie material (odorl

2

2.4

0.75

Gray, CLAY, firm, with sand and calcareous

CH

24.5

97.4

121.3

/"',

nodules

3

4[~.

2.00

Gray, CLAY, stiff, silty, with calcareous

CH

20.5

-

nodule.

4

6

\8

Gray, SILTY SAND, medium dense, with

SM

calcareous nodules

5

8 . 9.5

22

Gray,

SILTY SAND, medium dense

SM

6

13 -t4.5

I)

11

Gray, SILTY SAND, medium dense, with calcareous

SM

"....;-

n

s ell fra ments

7

HI -

19.5

29

Gray, SAND, medium dense, with shell fragments

SP

8

23 . 24.5

27

Gray, SAND, medium dense, with shell fragments

SP

S

# :

Sample Number, P P : Pocket Penetrometer Reading, USC: Unlfted

"

SOil Classlfteallon,

"

Me: MOisture Content

q u : Unconfined Compressive Strength, W

0

H : Weight of hammer, WOP: Weight of pipe

58

90-36

Mechanical Analysis

PL

% Passing

(%)

#4

#10

#40 #100

21

98.7

97.1

96.1

92.0

99.5 98.2 96.5 78.4

99.5 98.7 97.7

74.1

Torvane

Shear

Strength

#200

(tsf)

66.9

0.40

26.5

15.2

qu

(tsf)

0.60

~l

!

---

~.-~-.-

-~------..~.-.,-----------,-.-----~,~--~-.~~~-<-,,~-~-~--,~""-~

...

~"

....

~--",.---~--~.~~-.;...---=-~-----~-----

...

o

"

...

ci

Z

..Q

-,

o

Failure Sketches

0.8

~

0.6

<!

.,.

~

~

,;

0

v

~

0.4

'm

~

•

~

0-

f

0

c..>

0.2

o

ControlJed stress

0.0