1 APR 63 1836

DRILLING LOG

D'V'S'ON

Southwestern

I. PROJECT

Sabine Neches Waterway

2. LOCATION

(Coordinates or Station)

New Turning

8a",

3, DRILLING AGENCY

Dept of the Army, GD, Corps of Engineers

4. HOLE NO.

(As shown on drawing fiJIe

and file number)

5. -NAME Of DRILLER

Black

3ST-3l4

Hole No.

INSTALLATION

Galv Dist

Engr Div

10. SIZE AND TYPE OF BIT

II. DATUM FOR ELEVATION SHOWN

(TBM fW MSL)

12. MANUfACTURER'S DESIGNATION OF DRILL

13. TOTAL NO. Of OVERBURDEN

SAMPLES TAKEN

14. TOTAL NUMBER CORE BOXES

1'5. ELEVATION GROUND WATER

: DISTURIED

: 2 Jars

3ST-314

SHEET

SHEETS

UNDISTURIED

27 Cont

6. DIRECTION OF HOLE

: STARTED

: CoMPLETED

: 26 Apr 1967

VERTICAL

INCLINED

OEG. fROM. VERT.

16. DATE HOLE

:26 Apr

17. ELEVATION TOP OF HOLE

7. THICKNESS' OF OVERBURDEN

18. TOTAL CORE RECOVERY fOR BORING

B. DEPTH DRILLED INTO ROCK

19. SIGNATURE Of INSPECTOR

9. TOTAL DEPTH OF HOLE

57.0

REM'ARKS

ELEVATION

DEPTH

LEGEND

CLASSIFICATION OF MATERIALS

(Description)

"10

CORE

RECOV-

ERY

BOX OR

SAMPLE

NO.

(Drilling time, water loss, depth 0/

weathering, etc., i/ significant)

0.0

0.7

2.0

4.0

6.0

B.O

10.0

12.0

14.0

16.0

lB.O

20.0

22.0

24.0

25.0

27.0

29.0

30.0

31.0

33.0

35.0

37.0

0.7 :

2.0 :

4.0 :

6.0 :

B.a-=

10.0-

12.4-

14.0:

16.0:

lB.O:

20.0:

22.0::

24.-e-

25;-6-

;-6-

29;-tt

30.a:

. 31.G-

33-;-Q:

35-;-Q:

37.0:

39.0:

ENG FORM

1 APR 63

1836

Gray sandy clay w/shell

gravel, fill, loose

Brown clay w/silt and sand

layers, fill, stiff

Brown clay w/sand layers

Tr shell, fill, stiff

Gray clay w/sand seams, stiff

Gray sandy clay, soft

B.0-9.0

Same as above

9.0-10.0 Brown and gray

clay, stiff

Same as above, stiff

Gray and brown clay w/cal

nods, stiff

Same as above, w/tr org. mat.

v/stiff

Same as above, v/stiff

Brown sandy clay w/cal nods

stiff

Brown sandy clay, stiff

22.0-22.2

22.2-24.0

Same as above

Brown sand,

v/stif~

Brown sand w/few layers of

clay, stiff

Brown sand w/few layers of

c~y

25.0-25.5 No count

25.5-26.0 7 blows

26.0-26.5 13 blows

26.5-27.0 No count

Same as above, washed

Gray

clay w/silt layers,stif

Brown clay w/silt layers

Brown clay w/silt

an~

sand

layers, stiff

Same as above, stiff

Gray clay, w/silt layers

few shell frag, stiff

Same as above,no shell,stif

•

PROJECT

PREVIOUS EDITIONS MAY BE USED

(EM 1110-1-1801)

-tr GPO UU ,OF-1U-UIl

•

Jar 1

Cont. 1

1.00

Cont. 2

1.50

Cont. 3

l.50

Cont. 4

0.25

Cont. 5

1.00

Cont. 6

1.50

Cont. 7

l.50

Cont.

2.75

Cont. 9

3.00

Cont. 10

1.75

Cont. 11

1.50

Cont.

2.00

Cont. 13

l.00

Jar 2

Cont. 14

l.50

Cont. 14

Cont. 15

1.00

Cont.

1. 75

Cont. 17

1.50

Cont.

2.00

Sabine Neches WW

HolE

NO.

3ST-3l4

••_.- .,._.................

-+.\~

...............

DRILLINGJOG

IDIVISION

INSTALLATION

ISHEET

SHEETS

1. PROJECT

Sabine Neches Waterway

10. SIZE AND TYPE OF 8fT

2. LOCATION

(Coordinates or Station)

11. DATUM FOR ELEVATION SHOWN

(TBM

MSL)

12. MANUFACTURER'S DESIGNATION OF DRILL

3, DRILLING AGENCY

4. HOLE NO.

(As shown on drawing /ide

13. TOTAL NO. OF OVERBURDEN

D'lSTUR8ED

UNDISTURBED

and file number)

SAMPLES TAKEN

5. NAME OF DRILLER

14. TOTAL NUMBER CORE BOXES

1'5. ELEVATION GROUND WATER

6. DIRECTION OF HOLE

1STARTED

: COMPLETED

o VERTICAL

INCUNED

16. DATE HOlE

om. FROM VERT.

7, THICKNESS OF OVERBURDEN

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY fOR BORING

8. DEPTH DRILLED INTO ROCK

19. SIGNATURE Of INSPECTOR

9. TOTAL DEPTH Of HOLE

ELEVATION

CLASSifiCATION OF MATERIALS

% CORE

BOX OR

REMARKS

DEPTH

LEGEND

(Description)

RECOY-

SAMPLE

(DI'illing time, W41er loss, depth of

ERY

NO.

we4thering, etc.,

signific4nt)

•

I-

39.0

41.0:

Same as above,

stiff

Cont. 19

1.25

f.:

I-

41.0

43.0::

Same as above,

stiff

Cont. 20

1.50

43.0

45.~

Gray clay, w/silt

layers

stiff

Cont.

1.50

45.0

47.~

Gray clay w/trace of silt

layers,

stiff

Cont.

1.50

47.0

49.~

Same as above,

stiff

Cont.

1.50

=--

49.0

51.0=

Gray clay w/pockets of hard

material, stiff

Cont.

1.25

=--

51.0

53.0=

Gray clay w/layers of hard

dry clay, dark gray,stiff

Cont.

1.50

53.0

Same as above,

stiff

Cont.

1.50

55.0_

I-

55.0

;::-.

57.0::

Same as above, stiff

Cont.

1.50

f.:

BOTTOMED

Water -9.0

--=

=--

I-

--=

I-

i---

--=

ENG FORM

1836

PREVIOUS EDITIONS MAYBE USED

(E~

1110-1-1801)

PROJECT

IHOlE NO.

1 APR 63

Sabine Neches Waterway

3ST-3l4

GPO 19" ,Of-712,-Z75

-\\

IYf

.1};....

:('t~

,SVlG,!,:orm 267(C)

28 Jan 1965

/1/

0h /

PROJECT:

S-?";. /

r;'~

,/CJ (':

.!-)~-?

~ ·r-~?c

1./:/.-1'

-:....1_

TEST DATA SUHMARY

BORING NO. .:?

S'7>

::)

/"7'

lJ"T:rOM AT _"'-7

,li\Y_...

~-"""""

LOClI.TION:

'-'_~

_________

. I

Hr-

t:;

DATE DRILLED,________

r.l

.....

F..~

f;'9 (-..\ ,

~'~

•

...:!

SIEVE ANALYSIS

1'1

.....

:~~

Air Cl

lI'A!J:ER

l\~

~:::?:::c.:-::-

CLASSIFICATION

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......... fo-l ;.q

•

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PERCENT'

Ace.

WT.

RTND.

ELEVATION TOP BORING ____

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(f) i:LI

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PO...:!

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<co

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ce:?'7ml

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22.97

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