ENG FORM 1836

Hole No.

3ST-31O

DRILLING lOG

ti'Y'S'O'N

, Southwestern

INST1LATION

Galv Dist, Eng Div

SHEET

SHEETS

1. PROJECT

10.

SIZE AND TYPE OF BIT

Sabine Neches Waterway

Ill. DATUM FOR ELEVATION SHOWN

(TBM

MSL)

2. LOCATION

(Coordinates or Station)

12. MANUfACTURER'S DESIGNATION OF DRILL

3. DRILLING AGENCY

Dept of the Army, GD, Corps of Engineers

13. TOTAL NO. OF OVERBURDEN

SAMPLES

T "KEN

: DISTURBED

i UNDISTURBED

4. HOLE NO.

(As shown on drawing ,ull

and file number)

: 1 Jar

28 Cant

5. NAME OF DRILLER

Black

6. DIRECTION OF HOLE

VERTICAL

INCliNED

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH Of HOLE

ELEVATION

0.0

2.0

4.0

6 •.. 0

8.0

10.0

12.0

14.0

16.0

18.0

20.0

22.0

24.0

26.0

28.0

30.0

32.0

34.0

36.0

38.0

DEPTH

2.0 =

4.0 =

6.0.-=

8.0 -

10.0-

12.-e-

14.0:

16.0:

18.0:

20.0:

22.0:

24.-e-

26.-e-

28.il-

30.0-

32.-0:

-t

34.-0:

36.lt:

38.0=

40.0--

LEGEND

3ST-31O

14. TOTAL NUMBER CORE BOXES

1"5.

ELEVATION GROUND WATER

OeG. FROM VERT.

16. DATE HOLE

: STARTED

i2 May

17. ELEVATION TOP

HOLE

18. TOTAL CORE RECOVERY FOR BORING

19. SIGNATURE OF INSPECTOR

60.0

CLASSIFICATION Of MATERIALS

(Description)

Brown sandy clay, org.

v/stiff

Same as above, stiff

Brown sandy clay, v/stiff

6.0-7.8 Same as above

7.8-8.0 Brown sand, soft

Gray clayey sand, disturbed

unsable to recover on 1st

push, v/soft

Gray clay, stiff

Brown and gray clay, medium

Brown and

gray clay, org.

stiff,

Brown clay w/silty sand

layer, tr org. v/stiff

Brown clay w/sandy clay at

20.0, v/stiff

Brown sandy clay, v/stiff

Brown sandy clay, tr cal nods

stiff

Brown silty sand w/clay

layers, stiff

Brown sand, w/tr of clay

layers

26.0-26.5

26.5-27.0

27.0-27.5

No count

10 blows

11 blows

27.5-28.0 No count

Same as above, washed

Brown

clay w/si1t layers

v/stiff,

Brown clay, w/silt layers

stiff

Same as above, stiff .

Same as above, stiff

Brown clay wisilt and sand

layers, stUC

continued

% CORE

RECOY.

ERY

•

80XOR

SAMPLE

NO,

: CoMPLETED

:12 Msy 1967

REMARKS

(Drilling lime, water loss, deplh of

weathering, etc.,

significant)

•

Cant. 1

3.00

Cant. 2

1.50

Cant. 3

2.00

Cant. 4

0.50

Cant. 5

0.0

Cont. 6

1.00

Cant. 7

0.75

Cant. 8

0.75-3.00

Cant. 9

2.00

Cant. 10

2.50

Cant. 11

2.75

Cont. 12

1.50

Cant.

1.50

Jar 1

No sample

Cont. 14

2.50

Cant. 15

1.50

Cant. 16

1.50

Cant. 17

1.50

Cant. 18

1. 75

PROJECT

Sabine Neches

ENG

1 APR

FORM

1836

PREYIOUS EDmONS MAY BE USED

(EM

1110-1-1801)

'II

GPO I'U: OF-712-275

Waterway

HoLE

NO.

3ST-31O

Hole N,

o,J .......

""'~

....

....

VUI.. ..... ,

DRILLING LOG

DIVISION

INSTALLATION

~HEET

SHEETS

Sabine

PROJECT

Neches Waterway

10. SIZE AND TYPE Of BIT

11. DATUM

FOR ,ELEVATION

SHOWN

(TBM

MSL)

2. LOCATION

(Coordinates or Station)

12. MANUFACTURER'S DESIGNATION OF DRILL

3. DRILLING AGENCY

13. TOTAL NO. OF OVERBURDEN

DISTURIED

• UNDISTURIED

4. HOLE NO.

(As shown on drawing tilk

SAMPLES TAKEN

and file number)

5. NAME OF DRILLER

14. TOTAL NUMBER CORE BOXES

1'5. ELEVATION GROUND WATER

6. DIRECTION Of HOLE

STARTED

! COMPLETED

16. DATE HOLE

D VERTICAL

o INCUNED

Dm. FROM VERT.

7. THICKNESS OF OVERBURDEN

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR aORING

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)

REeov-

SAMPLE

(Drilling lime. waler loss. depth of

ERY

NO.

wealhering, elc"

significanl)

•

40.0

42.0-

Gray clay w/sandy silt layers

stiff

Cont. 19

1.25

42.0 44.0=

Same as above, stiff

Cont. 20

1.25

f::

44.0

46 • ..Q=

Gray clay w/few silt layers

I-

sitff

Cont. 21

1.00

I--

I-

f::

48.0

46.0

50.0=

• .i:

Gray

Gray clay,

clay,

stiff

Cont.

Cont. 23

1.25

f:-

50.0

52.0::

Gray clay, tr silt seam

stiff

Cont. 24

1.25

52.0

54.0::

Same as above, stiff

Cont. 25

1.50

f:.

54.0 56.JC

Same as. above,

stiff

Cont. 26

1.50

56.0

58.0

58.0-60.0-

--=

Gray

Same as

clay,

above,

stiff

Cont.

Cont. 28

1.50

--=

BOTTOMED

=--

I-

f:-

--=

----=

------

=--

f:-

=-=-

t=-

ENG FORM 1836

p ........ I" .....

...

..... .,

........

1 APR 63

PREVIOUS EDITIONS 1M Y BE USED

(EA{ 1110-1-1801)

1> GPO '983: 0'-71.2-2.75

Waterway

-_~~~.

~,~._. _~_,~"~,,_"~.

_~"'W~

__ " ___

~_~~'~_"'~~~"~'~'_~"_~=

"'_~_'~_~'h""'~"~~"=","~=,,~=~==_~~,_'~~~'~_

,,~.~~~

______

,~_"~~~~.

__ •

.1}t);

;~'

.1.·~··

."J

fit

.1}'"

\~I

":/

.1f~",

ii1

..... lIV ,J.' V.1.Ui

~V-I'

\ v

28 Jan 1965

-I . N

1 \ /1

PROJECT:

,C)O'-~I

nr:'>.eC.hc':.",-;'-'

Vv,-.1tC:-~-·-/-/C1l1'

LOCATION: ______________________________ ___

[:'I

1'1

P-<

f"l

ClASSIFlCATIO~

ELEVATION TOP BORING ____ _

()

.-1

TEST DATA SUMMARY

H""

~z:'...

•

g:]H

~ ~I

~r-<

•

....:I

.",

"''''

()

•

g[Zl

.-1

>< "

P-<",

H.-1

::<:0.

O-.i

P-< "'<Q

\1 0-2

-l/-1L'c2c":ch;:;'-. ...5

~:;':7("'76L_

led'

IV'ni

5.51

120 I .)

rr~21

2-4-

I(')~.

"/ __

1 _ 1 < ,J_J.ol I?

719/

BORING NO.

,'~

(;

'1'. .'.1 1 ()

DATE DRItLED

/""<::.~"

, ' .. I '

SIEVE ANALYSIS

.-1

P-<

or:w

PERCENT

::;:

ACC. h'T.

RTND.

<t;. •

SIEVE NO. (3 )

"'.-1

.-1

[Zl

•

~~O

<t;

o 00 00 00

Z...j- Zr-t

z...j-

, -31 4-6

r:;:;"S';:;?/7r7

/C;>Vl"'r

C'f/

' ___

Js'rll.nl

_lZ4 1 ,,)'11681

113.0

1 ()

I/r:;

184-l5d () 1 () 1

1 4

c-4.16-8

1M lo.7.s1

13.bl,\75'

I, -51

8-10 .

v.;::-/dV.

(dp-?a,/

,,/":;;>1/1"'1/ ,"

d,z. 8--/0

1S'~nLs

o.=:sf---.lz-=z

[,<.'.J.:"""I,..7T3,o-Lo

I/hlR41-)'nI

() 1 (] I 0 I 1:

(-611

_7!12~-1ZfJ

r~·-!~),-/./?;t0,,;)A7/a

'.--L,"17I,.01_13

-'20 IClI.IS'rI/251_lz8Ic:u

2.1

C)/)

Rfh

r:q

--t:,

6-18.S-f..?L;.:3

'{-....

16'

TI;;I

I~I"

.-:'

~~,

;lDPloFS

1941.7(-)1 {}

101

~"I('

8-20

V'7 ZS

24."::'

C-I:'.2-24

'70-24

V.<,TZS-

2ol/'; .. :3G

/,)1)

0 ..

"54'

k'o