., -

~

Hole No.

3ST-3l5

INSTALLATION

DRILL!

NG

LOG

.10IvI510"

~

.stern

Galv Dist. Eng Div

I

SHEET

OF

SHEETS

1.

PROJECT

10. SIZE AND TYPE

Of

BfT

Sabine Neches WaterwaY

11.

DATUM FOR ELEVATION SHOWN

(TBM

or

MSL)

2.

LOCATION

(Coordlnates or Station)

12.

MANUFACTURER'S DESIGNATION OF DRILL

3.

DRILLING AGENCY

Dept of the Army, GD, Corps of Engineers

4.

HOLE NO.

(As shown on drawing ti,le

and file number)

5.

NAME OF DRILLER

Black

6.

DIRECTION OF HOLE

3ST-3l5

, 3.

TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

14. TOTAL NUMBER CORE BOXES

1-5.

ELEVATION GROUND WATER

: STARTED

DISTURBED

1

T~"I"'

!UNDISTURBED

: 27 Cant

: COMPLETED

o

VERTICAL

0

INCliNED

16. DATE HOLE

i 9

Mav

i

9 Mav 1967

Dro. fROM VERT.

17. ELEVATION TOP OF HOLE

7.

THICKNESS OF OVERBURDEN

18.

TOTAL CORE RECOVER'y FOR BORING

8.

DEPTH DRILLED INTO ROCK

19. SIGNATURE OF INSPECTOR

9.

TOTAL DEPTH OF HOLE

56.0

ELEVATION

DEPTH

•

b

0.0

12.0 =

2.0

14.0.-=

4.0

16.0 =

6.0

18.0 =

8.0

19.0 =

9.0

11O •.g::

10.0 112.0=

12.0 114.0::

14.0

116.~

16.0

118.~

18.0 120.0=

20.0 122.0::

22.0 124.0::

24.0 126.a:::

26.0 128.0::

28.0 130.0:-

30.0 132;il:

32.0 134;lt

34.0 136.6:

36.0 138.0-

38.0

140:U:::

40.0 142.0::

42.0 1 44.0::

44.0 1 46.(!:

LEGEND

CLASSIFICATION OF MATERIALS

(Desrriplion)

d

Brown clay, org, fill, v/stif

Brown sandy clay, fill, med

Brown sandy clay, med

Gray and brown sandy clay

medium

Gray

sandy clay, medium

Brown

clay, stiff

Brown clay, tr sand, v/stiff

Same as above, v/stiff

Brown clay, tr cal nods,

v/Stiff

Same as above, v/stiff

Brown silty sandy clay, med

Brown silty sand, tr clay

medium

Brown

silty sand, tr clay

layers at 23.5

22.0-22.5 No count

22.5-23.0 9 blows

23.0-23.5 11 blows

23.5-24.0 No count

Same as above

Brown clay w/iilt and sand

layers, stiff

Same as above, stiff

Gray clay w/silt layers

v/stiff

Same as above, stiff

Same as above, stiff

Same as above, stiff

Same as above, stiff,

Gray clay w/few silt layers

stiff

Same as above, stiff

Bray clay w/tr of silt layers

stiff

% CORE

RECOV.

ERY

•

BOX OR

SAMPLE

NO.

REMARKS

(Drilling time, water toss, depth of

weathering, elr., if signijirant)

•

Cant. 1

2.25

Cont. 2

0.75

Cant. 3

0.50

Cant. 4

0.50

Cant. 5

0.50

Cont. 6

1.50

Cant. 7

2.00

Cant. 8

2.00

Cant. 9

2.00

Cant.

10

3.25

Cont. 11

0.75

Cont. 12

0.50

Jar

1

No sample

Cant. 13

1.50

Cant. 14

1.50

Cont. 15

3.00

Cont.

16

1.50

Cont. 17

1.00

Cant. 18

1.00

Cant. 19

1.25

Cant. 20

1.00

Cant. 21

1.50

Cant. 22

1.50

"I~

ENG FORM

1836

1 APR 63

PREVIOUS EDITIONS MAY BE'USED

(EM 1110-1-1801)

•

GPO 1963 : OF-71Z-:l75

PROJECT

Sabine Neches

Waterway

I

HOLE

NO.

.3ST-3l5

-

L-

~

---

.

---------_.

--------~~.-.----------.-.-.-------~~------.-.--

..

~.;:,-.--

..

-

..

---~--

•

6

,~

.-

Hole No. 3ST-3l5 (Cont

I

d)

DRILLlfiiG LOG

I

DIVISION

INSTALLATION

I

~HEET

OF

SHEETS

1. PROJECT

10. SIZE AND TYPE Of BIT

Sabine Neches Waterway

2. LOCATION

(Coordinates or Station)

11. DATUM fOR ELEVATION SHOWN

(TBM

or

MSL)

12. MANUFACTURER'S DESIGNATION OF DRILL

3. DRILLING AGENCY

4. HOLE NO.

(As shown on drawing title

,

13. TOTAL NO. OF OVERBURDEN

j DISTURBED

i

UNDISTURBED

,

SAMPlES TAKEN

and jiJe number)

,

:

5. NAME OF DRILLER

14. TOTAL NUMBER CORE BOXES

..

1'5. ELEVATION GROUND WATER

6, DIRECTION OF HOlE

!

STA.RTED

i

COMPLETED

16. DATI HOLE

o

VERTICAL

o

INCLINED

,

Dm. 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

CLASSifiCATION Of MATERiAlS

% CORE

BOX OR

REMARKS

ELEVATION

DEPTH

LEGEND

(Description)

RECOV.

SAMPLE

(Drilling lime, water loss, depth 0/

ERY

NO.

weathering, etc., i/ significant)

0

b

,

d

•

f

•

-

'-

46.0~

48.0:::

Gray clay, stiff

Cont. 23

1.50

~

.~

'-

48.0

50.~

Gray clay, stiff

Cont. 24

1.50

L

-

~

50.0

52&:

Gray clay,

stiff

Cont. 25

1.25

r-

52.0

54.0:::

-

~

Gray clay w/layer of sand

'-

~

and small gravel,

stiff

Cont.

26

1.25

'-

-

L

54.0

56.0:::

Gray clay, stiff

Cont. 27

1.25

i-

~

~

=

~

=

BOTTOMED

::

-

-

=

-

~

-=

-

-

=

=

-

-=

-

=-

=

=-

,

-

~

=

=

-

=

=

-=

:

-

=-

'-

-

-

r:-

~

:

-

'-

~

-=

>--

:

~

I

'-

~

:

'-

>--

l-

I-

:

I-

-=

,

I:::-

-

I-

t=

~

I-

-

t=-

:

-

t=

I:::-

-

-

~

-

~

ENG FORM 1836

PRO'-

......,,, ........

1 APR 63

PREVIOUS EDITIONS MAY BE USED

(EM 1110-1-1801)

*

GPO 1963 , Of-71Z-Z7!1

Waterway

---

,-. --'","--

;"-,

~7

'<

i..(

~j

-<

~l

"-

~

"

K

0]

~

I/'

\

e:J

""

0

H

:z;

H

<"l

c.!l

""

Z

H

<"l

'"

Eo-<

0

;3

""

'1omus

\,)

0)

~

V