u.s.

AINY CORPS

a=

GEOTECHNICAL BORING DATA

PROJECT NAME

Vi vi:pyic.

;

kJ

p

(I1.,WYlt

e

LOG OF

BORNG NO.

Cfa

- 34

LOCATION/ STATION

__

'{-.!.-O>::.....l.f-=O:...loO~

_______

DATE/TIME STARTED

,f)G/!

~:';qD

Q

q:

30

C1A</l

DATE/TIME COMPLETED

¢

l'

19: 30

"

TIDE ELEVATION

+

'2. 3

MLT DATUM

WATER DEPTH

'/,'15

-'

-

,'1~-

DEPTH

FROM WATER SURFACE

TO BOTTOM OF BOFIN3

21'.25"

WEAnER

Cftcw

cR

I

IAI1CJ

DRILL RIG MANUFACTURE

MODEL NO.

CF

-

5

DRILLER

Drw<Pft'-1

Gt:'V/f'»

I

OO"BI

,4;::;.r

L

La 7tl4'1

0

eGo [

DRILLER'S/LOGGERS COMMENTS

______________

Paoe_I_/~

~(A.

.

---

BORING NO.

'lO~34

DATE: BEGIN

a

COMPLETE

06!tS!to

JOB NO.

LOGGER

PAGE

2

/ 3

LOCATION/STATION/ELEVATION:

PROJECT,~~~~~~~~~~~~~~~~~~;=~~~~~

.

+

2. 3 ""

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1;1

.~t)

o

>

~

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r<o

~~o

/

•

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DEPTH: AUGERED

WASHED

2 -4 .5

CORED

==

...:1...:1 -...

I

GROUNDWATER READINGS

E-I

P-t

~

•

•

f;J

~ ~ ~!;::

TIME

I

DEPTH

TIME

DEPTH

TIME

DEPTH

rt\

Q

'" '" '" '"

FIRST

I

V

1-

0

t-5

rJ

P.P

12I.p.-",

CONS IS-

I

COLOR

TENCY

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.-r

GvwJ

1/

31

~.25"1

VIst:1.ft

htf

T-

141 ,.sol

s-ttf,f

I

v

;

s-I

,.75

~

//

,

MINOR

I

MAJOR

$,.e'r-j

(/

CLAY

1

/1

-'/

'"

- Disl

vie,)

MODIFICATION

J

CI.MIJ

t

~

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Z,

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V

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r

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CONTNUED:

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___, ____••____._. ___ " _____• _____• ___•• ______________.¥o••

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,

,

,

,

,

---

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

Of!.)

Dark Gray, SILTY CLAY, very soft, with shell

CL

36.6

fragments

2

2 - 4

Dark Gray,

CLAY, salt, with shell fragements,

CH

49.6

and calcareous nodules

3

4 - 6

1.50

Gray and brownish yellow, CLAY, stiff, with

CH

34.5

calcareous nodules

4

6 - 8

1.50

Gray and brownish yellow, CLAY, stiff,

CH

26.1

96.6

121.8

slickensided

5

8 - 10

1.50

Gray and brownish yellow, CLAY, stiff, with

CH

29.0

,..,

calcareous nodules

6

10~

1.75

Gray and brownish yellow, CLAY, stiff, with

CH

30.7

94.1

123.0

calcareous nodules, slickensided

7

1~

1-'-

10

Gray and yellowish, SAND, medium dense, with

SP

traces of clay

8

17~

~.

13

Yellow, SAND, medium dense

S

PI

SM

9

23-24.5

41

Yellow, SAND, dense

SP

S # : Sample Number, P P : Pocket Penetrometer Reading, USC : Umlled SOil Classilleatlon, Me: MOisture Content

q u :

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

....

62

52

58

90-34

Mechanical Analysis

PL

% PassinQ

(%)

#4

#10 #40 #100

98.3 97.4 96.7 95.3

100.0

100.0 99.9 99.8

99.7

99.2 99.0

98.1

100.0 99.7 95.4

26.6

Torvane

Shear

qu

Strength

(tsf)

#200

(tsf)

90.7

97.9

0.50

0.51

94.0

7.7

---

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...

~

...

'"

,

.;

z

-"

...,

o

Failure Sketches

0.8

~

0.6

~

<T

A

;:

m

,;

m

~

D.4

Vl

.~

m

v

~

Q.

E

0

0

0.2

D

Controlled stress

0.0

C8J Controlled strain

0

Test No.

Type of Specimen

Water content