.

,

.

,

'

,

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_C_,~,_,~~,.~.,~,=~~,===~=~,~,~~'"=,,~~,,=.~_~.,,~.~~=~~.='~O"AW=""",=.~~=~=_"'_'='"~il~W""=~"="=<=,,=~~"

GEOTECHNICAL BORING DATA

V'!ko'

rl

I

('I

fJ

PROJECT

NAME

I

VI 0

~

/'0

o/l1

a-t1 M(. \

I

13R'"41

LOO OF BORING NO.

Cf

0

'

"1

5

LOCATION

I

STATION

/);:- ..; ,:1)

DATEITIME STARTED

) ','."

.,':.1:]

t'l'-

DATE

I

TIME COMPLETED

/'"

!,,: c:.,1

j,

TIDE ELEVATION

.y

Z'

5 J

MLT DATUM

WATER DEPTH

-4,00

i

-llf-

DEPTH FROM WATER SURFACE

I

TO BOTIOM OF BORING

2 7,

5

0

WEATHER

r

".1//-

' ..

:< :'/)

c

DRILL RIG MANUFACTURE

MODEL NO.

,,~ ~

- :;

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O

J

"1",

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...

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r

-

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<f'~

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DRILLER

'

~'f'

LaZUVl}uI'(

lD3?ER

DRILLER'S

I

LOOGER'S COMMENTS

_______________

Page~

1-3-

I

I

:. I

---

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___

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__

,_'_~,_~

____

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BORING NO.

'10-43

DATE: BEGIN

06/IGbO

COMPLETE

06/J6fctO

,

JOB NO.

146-404

LOGGER

~

\

PAGE

2 / 3

~

PROJECT

V,'c,&:,c.

s

lyle

a~!:L

'" i5

LOCATION/STATION/ELEVATION:'

Sea,

205---00/

toe,

+

7,50'

I-IL7

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""

0

. ...:

z

>

u

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________________________________________'-____________________

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DEPTH: AUGERED

WASHED

2'3.5

CORED _________

i'

~

~ ~

---

I

GROUNDWATER READINGS

eJ

~ ~ ~

t

TIME

DEPTH

TIME

DEPTH

TIME

DEPTH

(!)

'"

C/l C/l

I><

C/l

FIRST

~----~-----+------+------r-----;------i

~~~~~S-

COLOR

MINOR

MAJOR

MODIFICATION

1---1/

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//

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wi m.:7,'/")/'

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r

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/

1----11;-\-+,.

4/.'

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w:

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(Cur,y

Of'

'fo/'/ 2.3

-

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q

'f 51"

H

!OIY:,~p

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r

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f::f:..oYt1

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-

-

-

~

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--------

CONTNUED:

0 YES

181 NO

---

S#

2

3

4

5

6

7

8

Project

Depth

(f~

8 -

10

PP

(tsf)

0.75

10

- 12

1.25

,---....

14

-~

19 - 20.5

9

22. 23.5

VICTORIA SHIP CHANNEL, TEXAS

SPT

Blows

per

Foot

WOH

WOH

7

10

11

Visual

Classification

Dark gray, SANDY CLAY, very soft, with shell

fra~ments

Dark gray, CLAYEY SAND, very soft, with shell

fragments

Gray and green

(olive), SANDY CLAY, firm, with

large calcareous nodules blocky structure

Gray, CLA.Y, stlil,

with sand, slickensided, blocky

structure

Light green & light brown, CLAY, stiff, with

sand pockets

& blockY structure, slickensided

Gray and yellowish

brown, CLAY, very stiff, with

calcareous nodules blocky structure

Ught green and light brown,

C~EY

SILTY SAND,

loose

{-

Dark gray and brown, SAND, loose, with shell

fra~ments

Brown, SAND, medium dense

SUMMARY

OF LABORATORY TEST RESULTS

USC M c

(%)

CL 26.4

SC 32.8

CL

29.3

CH

30.9

CH

25.8

CH

27.4

SM

SP

SP

Boring No.

90-43

Dry

Wet

Mechanical Analysis

Torvane

Unit

Unit

LL

PL 1-_-r_":;%::"P'ra",s::;;s:::.in:ll-,-g__,-_-I Shear

WI

WI

(%) (%)

Strength

(pcf)

(pcf)

#4

#10 #40 #100 #200

(tst)

99.8 99.3 98.3 66.9 44.0

91.3 119.4 80

97.6 95.8 94.5 82.1

71.2

(

100.0 99.8 98.8 55.5 32.3

•

S

# :

Sample Number, P P : Pocket Penetrometer Reading, USC : Unified Soli Classificallon, M c : MOisture Content

q u : Unconfined Compressive

Strength, W 0 H : Weight of hammer, WOP: Weight of pipe

qu

(tst)

0.58 )

i---::--

---

'---

*

oct:

z

ci

-"

-,

o

Failure Sketches

0.8

B

0.6

o:!

.,.

-;:,.

~

,;

~

iii

~

0.4

.~

~