DRILLING LOG

1.

PROJECT

I

DIVISION

Southwestern

I !liST ALLATION

Ga1v Dist, Eng Div

10. SIZE AND TYPE OF BIT

Hole No

3ST-23

l

SHEET

OF

SHEETS

Neches Riyer, Channel to Evadale

2. LoCA nON

(Coordinates-

or

Station)

11. DATUM FOR ELEVATION SHOWN

(TBM

or

MSL)

3. DRILLING AGENCY

12. MANUFACTURER'S DESIGNATION OF DRILL

n. S. Army Corps of Engineers

4. HOLE NO.

(As shown

on

drawjn~

title

I

and file

number)

I

3ST-23

I

5. NAME OF DRILLER

Curtis

6. DIRECTION OF HOLE

D

VERT.lCAL D1NCL,INED

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

DEG. FROM VERT.

30.0

13. TOTAL NO. OF OVER-

:DISTURBEO

BURDEN SAMPLES TAKEN\

5 Jars

14. TOTAL NUMBER CORE BOXES

15. ELEVATION GROUND WATER

TSTARTED

: 3 Mar

16. DATE HOLE

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING

19. SIGNATURE OF INSPECTOR

,

/UNDISTURBED

;COMPLETEO

:3 Mar 1966

%

CLASSI FICATIQN OF MATERIALS

(Description)

%

CORE I

BOX OR

RECQVw SAMPLE

REMARKS

ELEVATION I DEPTH

a

0.0

3.0

10.0

12.0

15.0

17.0

20.0

22.0

26.0

b

3.0 -

10.0-

12.0-

15.0 :'

17.0 -

20.0-

22.0-

26.0:

30.0-

LEGEND

c

d

Bank

Water

depth

Gray sand,

10.0-10.5

10.5-11.0

11.0-11.5

fine

no count

5 blows

5 blows

Same as above, washed

Gray

sand, fine

15.0-15.5 no count

15.5-16.0 5 blows

16.0-16.5 9 blows

16.5-17.0 retain sample

Same as below

Gray

sand

20.0-20.5

20.5-21.0

21.0-21.5

no count

8 blows

13 blows

Gray

sand, washed sample

Gray

sand, washed sample

BOTTOMED

Water depth 7.0

ENG FORM

1836

PREVIOUS 'EDITIONS MAY BE USED

(EM 1110-1-1800

1 APR 63

ERY

NO.

e

f

(Drjllitl~

time,

water.loss, depth of

weathering, etc"

if

Significant)

g

Jar 1

no sample

Jar 2

no sample

Jar 3

Jar 4

Jar 5

PROJECTwecnes

River

Channel to Evadale

l

HOLE NO.

3ST-23

"_' __.'____._e"'_

---

0,

so

;:;

; 100"

I

,

,

Hor1z Deformation, in.

Shear Values

¢,

",29,

5'0

tan ¢'

(2,

5"65"

c'

=

{).O

Test Type (Check One)

Type of Specimen

Classification

LL

/vP

.lMAY6l

, 2092

•

..

;

,

,

•

'"

""0

,

,

~

-,,'

t';

/.0

"

~

,

,

i-I

+'

m

•

..

~

m

"

to

-"

/.0

,z.o

30

Normal Strese,

"

,

T/s'J,

f't

Test No.

I

2

3'

Water content

W

0

%

%

%

'f,

'"

.,.,

+'

Void ratio

e

0

~

Satuxation

S

%

%

%

%

H

0

Dry),~naitY

Ib eu

f't

rd

/M

/09

/08

Void ratio after

,

e

consolidation

c

Time for

56i[

.'

consolidation

min

t50

Water content

w

f

%

%

%

%

'"

~

Void ratio

e

f

'M

'"

Saturation

Sf

%

%

%

%

Actual time to

failure, min.

t

f

?

I"lr>

4?(}

~a

Normal stress

T/S'J,

f't

"

n,~

/,0

,3.0

lfaximum

Sh~

,

stre;:;;;'io T sa ft

T

irJ,?.R

I,/),

i',

t'J

;, /,",,?

o Controlled, stress

~Controlled,

strain

in. S'J,uare

CJ.

75

in. Thickness

Boring No.

Depth

=

(TRANSLUCENT)

Sample ,NO.

C 3437

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ij

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,

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,

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,

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,

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,iii'

Iff

'p...... -

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."--

_

..

_._-----,

SOO Form 267(C)

28 Jan 1965

PROJECT:

!!Ie

c: hes

8"1

~

e

t'

LOCATION:Cht(

hM'

/

it!'

£uad4/e

I~

..:

Z

~

TEST DATA SUMK".RY

E-<---.

•

~~

H

~

•

BORING NO.

3'

s t-

2.3

DATE DRILLED

31Jd,,:yC

/

.9G~

SIEVE ANALYSIS

o

Z

is

CI,ASSIFICATION

..:I

0

~

f>I

~

ret

E-<

~1:1

til

'-

~..e

~ffi

f>I

~

'''I

•

..:I

.

...i

I

P:iUJ

.

PERCENT

:.:

H

ACC.

WT.

RTND.

~

~

'"

'"

~

ELEVATION TOP BORING ____

H

til

g~

S

"'re

• til

o

(J

•

:'J5

t:!:;l

..:I

E-<..:I

:>:8

><

~

p..!

.'

tIl~

0

.

«: .'

til

.

SIEVE NO.

(3)

'"

po..:l

..:I

Cl

~

E-<

~

:'J

H

.0

H

Z

00

"

til

r..

H

ZN

1--41

~CJ-':

.3 1

!-t-+-+-+-+---1I--F~-1

;...-- -f} -,

rn

'//1(1

r;,;-

,""

~7:--~)l~~~?;\~~--y (.>-'/"1.~

___

~_~a IZYN~~?;"~~~"

7--.. J:)

-

IS"

/

~,',~../Z

L,'-

(I,

'

n

114

<T.T

--\---\--

0

Ci

-ci

;';:;')

r?

5;';0 '0

~

50

,/''-.

17

- ,;)

i~'

(

"

"

J

::1'/;;J-;"'7,"o-'t:')i5thT

tI-320--:/;?

"-Rln

7il?O,'?f:""

,

-,----

13-4 2;; 'ji-

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