DRILLING LOG

DIVISION

Southwestern

I. PROJECT

Sabine Neches Waterway

2. LOCATION

(Coordinates. or Station)

3. DRILLING AGENCY

Dept of the Army, GD, Corps of Engrs

4. HOLE NO.

(As shown 1m drawing Ii/Ie

and file number)

N~E

pf PRILLER

:;m~th

6. DIRECTION OF HOLE

3ST-317

Hole No.

3ST-3l7

INSTALLATION

Galv Dist.

Div

to.

SIZE AND TYPE OF BIT

11. DATUM FOR ELEVATION SHOWN

(TBM

MSL)

12. MANUFACTURER'S DESIGNATION OF DRill

13.

TOTAL NO. Of OVERBURDEN

SAMPLES TAKEN

14. TOTAL NUMBER CORE BOXES

1'5. ELEVATION GROUND WATER

: STARTED

: DISTURtED

1 Jar

ISHEET

_Lof

SHEETS

: UNDISTURIED

19 Cont

o VERTICAL

INCLINED

D!G. fROM VERT.

16. DATE HOLE

8 June

: COMPlETED

8 June 1967

7. THICKNESS Of OVERBURDEN

17.

ELEVATION TOP OF HOlE

°/~

8. DePTH DRILLED INTO ROCK

18. TOTAL CORE RECOVERY FOR BORING

19. SIGNATURE OF INSPECTOR

9. TOTAL DEPTH OF HOLE

54.0

REMARKS

ELEVATION

DEPTH

LEGEND

CLASSIFICATION OF MATERIALS

(Des,riplion)

CORE

RECOV-

ERY

BOX OR

SAMPLE

NO.

(Drilling time, water loss, depth of

weathering, et,., if signifi,anl)

0.0

10.0

15.0

18.0

20.0

22.0

24.0

26.0

28.0

30.0

32.0

34.0

36.0

38.0

40.0

42.0

44.0

46.0

48.0

50.0

52.0

ENG FORM

1 APR 63

10.0::

15£

18.0-

20.0-

22.0::

24.0::

26.-G-

28.G-

30.0.:

32.0:

34.0:

36;-&-

38.0.:

40.Q:

42.0::

44;-&-

46.Q:

48.0::

50;-fr-

52.0::

54.([

1836

Water

Gray

clay w/traceof sand

w/org. mat., v/soft

fell from 10.0 to 15.0

weight of 2 rods

Gray sand and clay w/org.

mat, v/soft

BrOlm silty sand and' clay

Brown silty sand and clay

layered, v/stiff

Same as above, S t iff

Brown

gray clay w/silty sand

layers, stiff

Same as above, stiff

Gray clay w/layers of silty

sand, stiff

Same as above, stiff

Gray clay w/silt seams

stiff

Same as above, stiff

Gray clay, stiff

Gray clay, trace of sand

stiff

•

Gray clay w/shell frag, w/sand

stiff

B.OTTOMED

Tide 2.4' at 8:40 AM

PROJECT

Cont.

Cont. 2

Jar 1

Cont.

Cont. 4

Cont. 5

Cont. 6

Cont. 7

Cont. 8

Cont. 9

Cont.

Cont. 13

Cont.

PREVIOUS EDITIONS MAY BE USED

(EM II

Jo-J-180J)

GPO 1'63 ,Of-712,-215

Sabine Neches Waterway

•

0.0

2.50

1.50

1.00

1.50

1. 75

1.50

1.25

1.00

1.75

1.25

1.50

1. 75

1.50

HOlE

NO.

3ST-3l7

.1'~"

~,.

,1'f'~

.f...,

.t.;i

Wf~

\;--;;

Ir!

SWG Form 267(C)

28 Jan 19b5

PROJECT:

Sdh/o

/V~,4',c:)

0/"::;7k

IVCY

TEST DATA SU11MARY

LOCATION:_______________

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CONSISTENCY

QlHF.StvE 5011.5

COtIstSTENC'l

COHESIONLESS SOILS

(l) 'Ion./Sq.1t. Unconfined CQIOpruliva Stnnath

YSl'

(2) SpUt Rand Sample.r

Vco;y Soft

Soft

Ke.<11"'" StUf

V'r)' StUf

Rnd. Very Loa...

Lo"""

IMdt.....

Denali

Very [)enaCt. (3) Ace. WC.

Rtnd

!nit. Wt. 1!. 100

* '%.

Rtnd •

. ','

--"~.--.--.-.

--.c------;--------"'--,.----.---.----->o-____,_.._

..:I

•

BORING NO. 3:.5; ,7/7

DATE DRILLED

ad/de /,967

SIEVE ANALYSIS

<-<

~cn

PERCENT

ACC.

WT.