U.S. ARMY CORPS

OF

ENGINEERS

BORING NO.

g 4- -

f2

DATE: BEGIN "3/ (4-

h I--

PAGE

2

/

Z.

JOB NO.

11Giz

7 11

COMPLFE Zz{ li( '14--Thin Walled Tube

PROJECT

Walf,'sl};II,

!Q)("I1f-"!l.:~

R,'J-Ult

-';-,'b.JkrC<d)

III

3"

0

6"

LOCATION

11("'( &<kt//:St/t!!c

,

I

Tx.

ELEVATION OF HOLE _________ -.-..----------

MANUFACTURER'S DESIGNATION OF DRILL RIG

-.--lRbc..C..I..l.lk"-'I""--.L)"''-'---'~=h'-----

¥.t:.

GROUNDWATER: DEPTH

0

ft., ELEV. __ - ft., at end of

Drilling

WEATHER

Cd-r--Aj?..'

'-'~

DRILLER

(2.-e,~

p.1

('fEM&""')

LOGGER

r

Al

CONS IS-

SECONDARY

STRUCTURAL FEATURES

1-

AND COMMENTS

r354-+-+--~----+-~~~~~~----~-4-----~~~~~~----r~

IMAT

COLOR

TYPE

TENCY

I

,",V"" Hi UC.H"

-

:-

1,t;;>

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610

5

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-

I-

I-

1-

HO-

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-

l-

1-55-

i-

i-

-

-

l-

i-

~

60-

-

-

-

-

I-

65-

-

-

--

.

-

I-

70

-

GEOTEST ENGINEERING. INC.

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£>

o

Failure Sketches

2.4

r---

I

I

I

1.6

I

I

I

( I

;':

<'

-~

0-

0

;:,.

.,;

0

ill

~

1.2

.~

0

0

~

0

"-

E

()

0.6

0

Controlled

stress

0.0

0

0

Controlled strain

Test No.

Type of Specimen I!l

Water 'Content

Q

Void ratio

.£

~

Saturation

01)' density. Ib/cu It

nm~

to failure, min

Unconfined com/tressive

strength. T jsq

Undrained shear strength,

T/sq

It

Sensitivity rotio

Initial

specimen

diameter. in.

Initial specimen

height. in.

Classification

Dark gray,Clay.Vel)'

stiff

LL

65

I PL

Remarks

2

4

Axial

Strain.

~

1

Undisturbed

w,

28.4

,.

<0

So

,.

r.

94.7

~

5.10