Hole No. HA-33

DRILLING LOG

I

DIVISION

Ga1v Dist. Eng Div

I

SHEET

OF

SHEETS

stern

lP4STALLATION

1.

PROJECT

10. SIZE AND TYPE OF BIT

Neches River - Channel to Evadale

2. LOCATION (Coordinates or

Station)

11. DATUM FOR ELEVATION SHOWN

(TBMorMSL)

12. MANUFACTURER'S DESIGNATION OF DRILL

3. DRILLING AGENCY

U. S. Army Corps of Engineers

4. HOLE NO.

(As shown

on

drawjn~

title

I

and £ite number)

~

HA-33

5. NAME OF DRILLER

Curtis

6. DIRECTION OF HOLE

o VERTJCAL

D1NCL,LNEO

7. THICKNESS OF OVERBURDEN

e. DEPTH DRILLED INTo ROCK

9. TOTAL DEPTH OF HOLE

DEG. FROM VERT.

17.0

13. TOTAL NO. OF OVER-

IO'STUR6ED

BURDEN SAMPLES TAKENI 4

Jars

14. TOTAL NUMBER CORE BOXES

15. ELEVATION GROUND WATER

TSTARTED

,

1

Mar

16. DATE HOLE

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING

19.

SIGNATURE OF INSPECTOR

jUNDISTURBED

I

I

'COMPLETED

: 1 Mar 1966

%

REMARKS

ELEVATIONl DEPTH lLEGEND

a

15.; g

c

CLASS1 F1CATION OF MATERIALS

(Description)

d

%CORE I

BOX OR

RECOV. SAMPLE

ERY

NO.

e

f

(Dri11in~

time, water.loss, depth of

weathering, etc., if significant)

g

0.0

5.0

110.0

=

10.0

113.0 =

-I

13.0

114.5=

-I

14.5

117.0"=

Brown to gray clay, medium

w/tree roots and org mat

Gray

clay w/wood and org mat

med

Same as.above, med

Gray sandy clay coarse grain

seams, stiff

Gray coarse sand, unable to

pickup w/chip auger

BOTTOMED

Water -.5 at location

Water depth

112.5

at river

Bank height 4.5 at river

ENG FORM

1836

FREVIOUS 'EDITIONS MAY BE USED (EM

1110.1-1801)

1

APR 63

Jar 1

Jar 2

Jar 3

Jar 4

No sample

PROJECT

Neches River

.C_l)gJ.I!1",JJ;!L~Y.<I_cl_<ll'iL

.

I

HOLE NO.

..

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---

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,

[j-,;o"

ftt-i

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"-'lo.

.~

SWG Form 267(C)

28 Jan 1965

PROJECT:

~c;;es !?I~e

r

LOG"TION:

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le

(

t'o

Cadet /e._

1

0

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~

9

~

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f:l

""

ELEVATION TOP BORING _____

CIASS

IF I CATION

. TEST DATA SUMMARY

s

~

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BORING NO.

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-.3 3

DATE DRILLED

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. I

l----j

1-+-1

-I---f-C-+---j

lEY,

CCI.lSYSTEHC'i

COHESIVE SOILS

CONSISTENCY

COHESIONU:SS SOILS

eu 'roIUl/Sq.pt. UnconfiNld C<xopru.tve Stungth

BORING NO

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3

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vs

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