Hole No

3ST-32

DRILLING LOG

I

DIVISION

Southwestern

I!'IST ALLAT]ON

Galv Dist. Eng Div

l

SHEET

OF

SHEE TS

1.

PROJECT

10. SIZE AND TYPE OF BIT

INeches River - Channel to Evadale

11. DATUM FOR ELEVATION SHOWN

(TBMorMSL)

2. LOCATION

(Coordinates

or

Station)

3. DRILLING AGENCY

12. MANUFACTURER'S DESIGNATION OF DRILL

U. S. Armv Corps of Engineers

4. HOLE NO.

(As shown

on drawing

title

I

and tile number)

3ST-32

5. NAME OF DRILLER

Curtis

6. DIRECTION OF HOLE

D VERT.leAL

0 [NCL,INED

7. THICKNESS OF OVERBURDEN

e.

DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

pEG. FROM VERT.

26.0

13. TOTAL NO. OF OVER-

TDISTURBED

BURDEN SAMPLES TAKEN:

5 Jars

14. TOTAL NUMBER CORE BOXES

15. ELEVATION GROUND WATER

{STARTED

: 1

Mar

16. DATE HOLE

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING

19. SIGNATURE OF INSPECTOR

IUNDISTURBED

I

I

:COMPLETED

: 1 Mar 1966

%

REMARKS

ELEVATION I DEPTH

LEGEND

a

b

c

CLASSIFICATION OF MATERIALS

(Description)

d

%

CORE/BOX OR

RECOV- SAMPLE

ERY

NO.

e

f

(Drilling

time, water.loss, depth

of

weathering,

etc., if Significant)

g

0.0

4.5

17.0

19.0

20.0

21.0

21.5

22.0

24.0

4.5 -

17.Q...:

19.0 -

20.

<L::

21.0 :::

21.5 -

22.1L::

24.0 :::

26.0 -

River bank, above water

Water

Gray sandy

matter

17.0-17.5

17.5-18.0

18.0-18.5

18.5-19.0

clay, org, decayed

No count

3 blows

2 blows

No count

Same as below, washed

Gray

sand, tr clay balls

Brown sandy clay

Same as below

Gray

sand, medium grained

Gray sand medium grained

Trace of clay layers

Weight of hammer and tube

and 25' rods,

pushed pent. 24'.-25'

BOTTOMED

River bank 4.5

Water depth 12.5

Jar

1

Jar 2

Jar 3

No sample

Jar 4

Jar 5

I

PROJECTNeChes- River

ENG FORM

1836

PREVIOUS 'EDITIONS MAY BE USED

(EM 1110-1-1801)

1 APR6'

Channel to Evadale

~~'

..--.

",,'-~-

..

,,---

l

HOLE NO.

3ST-32

---

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SWG Form 267(C)

28 Jan 1965

PROJECT:

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LOCATION: {"/ /1/, " "'/

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BORING NO.

3,5'1

- 3

-2

DATE DRILLED //22-;';-

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