Hole No.

DRILLING LOG

SHEET

SHEETS

(TBM

ot'

MSL)

DRILL

13. TOTAL NO. OF OVER.

NDISTURBED

DEPTH ILEGEND

a

b

c

0.0

1.3

1.3

5.0

10.

DEG. FROM VERT.

CLASSIFICATION OF MATERIALS

(De~crjptjon)

d

Brown clay stiff w/roots

Brown medium sand,water

bearing

Brown medium sand, sample

caught with chip auger

hole caving in at 1.3

BOTTOMED

Water seepage 1.3

Water depth

14.0

in river.

Bank height

14.5

at river

ENG FORM

1836

1 APR 63

PREVIOUS'EDITIONS MAY BE USED

(EM

111

0-1-1801)

ERY

e

NO.

f

REMARKS

(Drilling time, water.loss, depth of

weathering, etc.,

if

significant)

Jar 1

Jar 2

Jar 3

Neches

River

E NO.

<;:I:1,!I,!!I1'"1,

....

t:P.~."I3,<!!I,.l"'

.....

.

.......

fu!..::).9

___

...

_

---

'f

1-:""-

SWG Form 261(C)

28 Jan 1965 .

PROJEcr:

AIr

(1;;

C

s

If!

~

f'

Y'

LOGATION:ch«11!1e/

to £V4 da Ie

. TEST DATA SUMMARY . ",;,,"" BORING NO.

f) A

-

J

CJ

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,~

Iff

i'

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0

Z

~

lS

rz,

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L

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-

~

.

~

b~

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~

[jg~

I

eo

OlE-<

~

<4rz,

CIASS IF I CAT ION

f;;l~

---.

<4

....

.",

Ol

~

g~

~5

Q

ELEVATION TOP BORING

<4«1

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'-'

<4

"'P'l

.

? --

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(/

.

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.

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----,-

.

.

I

..

.'

'. '.

--

vs

S

H

5T

VST"

1l

VL

L

H

D

VD

Split Barrel S""'pier

8

~~

(1)"-'

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Ol

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.

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.35,(;'

1.4

6

1270

/.,

J!A.?

!3"

1---,---

_ ....

1---

---~-

n:Y:

CONSISTENCY

CO!!ESIVI'! SOILS

CONSISTENCY

OOHESIONLESS SOILS

.

~~~

!on./Sq.Ft. Unconfinod Co<opreulve Strensth

'Vuy

S~ft

Soft

Mcd1~

__--'-.

Stiff Very Stiff

___________

Rar<!

Ven" t.oo.e looac

o~

Ked1uon

__

DeIl88

~_.

___

Very D<lWle

o_. ___ o_ .... cc .. Wt. Rend';' Inlt.

\It.

x leO t 1; Rtnd.

!~: ~~,~~~,

__

~uu,

____ _

DATE DRILLED

I

/Y?.:vt~ Ic)~.h

SIEVE ANALYSIS

..;

~(I)