.:~,

,

Hole No.

3ST-318

INSTALLATION

"'CtILL!NG LOG

I

DIVISION

Southwestern

Galv Dist. Eng Div

l

SHEET

OF

SHEETS

1. PROJECT

10. SI'!E AND TYPE OF BIT

C .. h .. ,..,.o

l\l.o~h.oQ

W~·

11. DATUM FOR ELEVATION SHOWN

(TBM or MSL)

2.

LOCATION

(Coordinates or Statum)

PllHlr;:!l1"'':''

T~le.

12. MANUFACTURER'S DESIGNATION OF DRILL

3.

DRILLING AGENCY

n"n' nf •. hp Armv. GD. COrDS of E

4.

HOLE NO.

(As shown on drawing title

and jile number)

5.

NAME OF DRILLER

Black

3ST-318

ine.e.l"~

13. TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

14.

TOTAL NUMBER CORE BOXES

1'5.

ELEVATION GROUND WATER

: DISTURaED

: UNDISTURaED

!

1

Jar

i27 Cant

6.

DIRECTION Of HOLE

, STARTED

l COMPLETED

o

VERTICAL

0

INCliNED

DEG. FROM VERT.

~

16.

DATE HOLE

i

2 May

i 2 May 1967

17. ELEVATION TOP Of HOLE

7.

THICKNESS OF OVERBURDEN

18.

TOTAL CORE RECOVERY fOR BORING

8.

DEPTH DRILLED INTO ROCK

9.

TOTAL DEPTH OF HOLE

ELEVATION

I

DEPTH

a

b

0.0

12.0-=

2.0

14.0:

4.0

16.a-=

6.0

18.0:

8.0

110.0:

10.0

112.-{T-

12.0 114.0=

14.0 116.0:

16.0 118.0:

18.0 120.0=

20.0 122.0=

~

22.0 124;tt

24.0 126.0:

26.0 128.0:

28.0 130.0:

30.0 1 32:0:::

32.0 134.0-

34.0 1 36.G-

36.6 1 38.([

38.0 1 40.0-

40.0 1 42.e-

42.0 44.

!I

LEGEND

19. SIGNATURE Of INSPECTOR

56.0

CLASSifiCATION Of MATERIALS

(Desl:ription)

d

Gray and brown clay nods, org

v/stiff

Brown clay w/sand layers,stif

% CORE

RECOV-

ERY

•

~---'

Brown silty sandy clay, soft

Brown silty

~,

tr clay

soft

Gray clay 8.0-9.0

Gray

~ ~rg,

tr clay,soft

9.0-10.0

-'-,-

Gray sandy clay, med

Gray clay, cal nods,

~rg,

stiff

c:;ray and brown clay, tr cal

and

~rg,

v/stiff

,Gray and brown clay, v/stiff.

Brown and gray sandy clay.

stiff

Same as above, v/stiff

Brown sandy clay, v/stiff

Brown sand w/clay layers

v/stiff

Brown silty sand w/tr clay

layers, soft

Browu silty sand w/layers of

",lay

28.0-28.5

28.5-29.0

29.0-29.5

No count

6 blows

8 blows

29.5-30.0 No count

Brown clay w/silt and sand

layers, stiff

Same as above, stiff

Same as above, stiff

\

Same as above, stiff .

Gray

clay w/silt seams,stiff

Same as above, stiff

Same as above, stiff

continued

PROJECT

BOX OR

SAMPLE

NO.

f

ENG FORM

1836

1 APR 63

PREVIOUS EDITIONS MAY BE USED

(EM 11 Ia-I-IBOJ)

REMARKS

(D"i//ing time, water loss, depth of

weathering, etl:., if signifil:anO

•

Cont. 1

2.50

Cant. 2

1.00

Cont. 3

0.25

Cont. 4

0.25

Cant.

S'

0.25

Cont.

6

0.50

Cant.

7

1. 75

Cant.

8

2.00

Cont.

9

2.00

Cont. 10

1.75

Cont.

11

2,.00

Cont.

12

2.50

Cant.

13

2.50

Cant. 14

0.25

Jar 1

Cont.

15

1.50

Cant. 16

1.50

Cont.

17

1.50

Cant.

18

1. 50

Cont.

19

1. 50

Cant. 20

1.50

Cant. 21

1.00

OJ~

A

GPO 1963 ,OF-7IZ-215

Sabine Neches

Waterway

I

HOLE

NO.

3ST-3l8

---

r--:;>::";', '

.....

I

DIVISION

INSTALLATION

I

~HEET

';')RILMNG LOG

.

Of

SHEETS

Hole No. 3ST-3l8 (cOnt

I

d

1. PROJECT

.

10. sizE AND TYPE OF BIT

Sabine Neches Waterway

11. DATUM FOR ELEVATION SHOWN

(TBM or MSL)

2. LOCATION

(Coordinates or Station)

12. MANUFACTURER'S DESIGNATION OF DRILL

3. DRILLING AGENCY

4. HOLE NO,

(As shown on drawing title

13. TOTAL NO. OF OVER8URDEN

!DlSTURIED

!UNDISTURIED

,

SAMPLES TAKEN

and file number)

!

S.

NAME OF DRiLLER

14. TOTAL NUMBER CORE BOXES

1-5.

ELEVATION GROUND WATER

6. DIRECTION OF HOLE

: STARTED

i

COMPLETED

16. DATE HOLE

o

VERTICAL

o

INCLINED

om. fROM VERT.

7. THICKNESS OF OVER8URDEN

17. ELEVATION TOP OF HOLE

1B. TOTAL CORE RECOVERY FOR BORING

·/~

8. DEPTH DRILLED INTO ROCK

19. SIGNATURE OF INSPECTOR

9. TOTAL DEPTH OF HOLE

CLASSIFICATION OF MATERIALS

% CORE

BOX OR

REMARKS

ELEVATION

DEPTH

LEGEND

(Description)

RECOV.

SAMPLE

(Drilling time, water loss, depth of

ERY

NO.

weathering, etc., if significant)

a

. b

<

d

•

f

•

44.0-

46.~

Gray clay w/few silt seams

1=

=

stiff

Cont.

22

1.50

1=

-

46.0

48.0::

Same as above,

stiff

Cont.

23

1.50

t=-

48.0

=

1=

50,Q:

Same as above,

stiff

Cont. 24

1.50

I=-

-

I-

50.0

52.0=

Same as above,

stiff

Cont. 25

1.50

1=

-

52.0

54.0::

Gray clay w/tr silt seam

'=---

~

=

stiff

Cont. 26

1.50

~

-

56,0::

Gray clay w/pocket of nods

f--

54.0

I--

.-

stiff

Cont.

27

1.00

f:

-=

-

1--.

=

BOTTOMED

~

=

~

-=

~

=

~

-=

~

=

~

-=

-

1=

-

I--

~

=

l-

I-

-

I=-

--

1=

-=

-

1=

~

--=

r

-

1=

-=

I-

=

r

1=

--=

I-

--=

:.

-

1-

=-

-

=

1=

~

-=

-

\

I-

=

I--

I--

-=

I"

=

I--

=

I-

1=

-

I---

-

1=

=

1=

ENG FORM 1836

pDnll:rT

I.lnl"'t.Jn

1 APR 63

PREVIOUS EDITIONS MAYBE USED

(EM 1l10-1-1801)

11' GPO 1963: OF-7IZ-215

Waterway

I 3ST-3l8

---

.\\

Irf;

.1>~

..;Ji

'if"

.\\

\"ff

~j

I

SWG Form 267(C)

28 Jan 191>5

PROJECT :

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;LOGATION:________________

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