ENG FORM 1836

Hole

No.3ST,312

----l:

DIVISION

INSTALLATION

SHEET

DR!l.LlNG..LOG

Southwes.tern

Galv Dist, Eng Div

SHEETS

1. PROJECT

Sabine Neches Waterway

2. LOCATION

(Coordinates or Station)

3. ORILLING AGfNCY

Dept of the Army, GD, Corps of Engineers

4. HOLE NO.

(As shown on drawing title

and file number)

NAME OF DRILLER

Black

6. DIRECTION OF HOLE

3ST-312

10. 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

: DISTURBED

:1 Jar

: UNDISTURBED

: 28 Cont

i COMPLFrED

VERTICAL

INCLINED

16. DATE HOLE

10 May

10 May 1967

OEG. FROM VERT.

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9, TOTAL DEPTH Of HOLE

ELEVATION

DEPTH

LEGEND

0.0

2.0 =

2.0

4.L

4.0

6.0...=

6.0

8.L

8.0

10.0-

10.0

12.0=

12.0

14.4=

14.0

16.0-

16.0

18.0=

18.0

20.4=

20.0

22.0::

22.0

24.0::

24.0

26.0::

26.0

28.0::

28.0

30.0-

30.0

32.-e-

32.0

34.e---

34.0

36.0::

36.0

38.0:::

38.0

40~

40.0

42.

a:::

42.0

44.0-

44.0

46.0_

46.0

48;0:::

17. ELEVATION TOP OF HOLE

18. TOTAL CORE RECOVERY FOR BORING

19. SIGNATURE OF INSPECTOR

60.0

CLASSIFICATION OF MATERiAlS

(Description)

Brown sandy clay, org, stiff

Brown sandy clay, tr nods

v/stiff

Brown clay, tr sand and cal

nods, stiff

Same as above, medium

Gray and brown

silty sand,sof

Gray clay, medium

Gray

clay, stiff

Gray clay, stiff

Brown clay w/cal nods,v/stiff

Same as above, v/stiff

Brown clay, tr sand and cal

nods, v/stiff

% CORE

RECOV.

ERY

•

Brown sandy clay, sand

increa~ed

w/depth, cal nods, v/stif£

Brown silty sand, med

Brown sand, tr of clay layers

26.0-26.5 No count

26.5-27.0 13 blows

27.0-27.5 15 blows

27.5-28.0 No count

Same as above

Brown

clay, w/siltYlOsand

layers, med

Gray clay w/silt layers,

sti£~

Same as above, stiff

Same as above, medium

Same as above, stiff \

Gray

clay w/few silt layers

stiff

Same as above, stiff

continued

PROJECT

BOX OR

SAMPLE

NO.

REMARKS

(Drilling time, waler loss, depth 0/

weal~er;ng,

etc.,

sjgnifi,a~t)

Cont. 1

•

1.50

Cont.

2.00

Cont. 3

1.00

Cont. 4

0.50

Cont. 5

0.25

Cont. 6

0.50

Cont. 7

1.00

Cont. 8

1. 75

Cont.

2.00

Cont. 10

2.25

Cont.

2.25

Cont. 12 3.00-0.50

Cont. 13

0.50

Jar

No sample

Cont. 14

0.50

Cont. 15

1.00

Cont.

1.50

Cont. 17

1.50

Cont.

0.75

Cont. 19

0.75

Cont.

1.00

Cont.

1.50

Cont. 22

1.25

ENG FORM 1836

1 APR 63

PREVIOUS EDITIONS MAY BE USED

(EM

10-1-1801)

GPO 1'63 : OF-7U-27S

Sabine Neches

HOlE

NO.

Waterway

3ST-312

--,-----------------

--------------

,'I

~,,,,\

,,,1.

Hole No;3ST-312 (Cont 'd)

DRilLING- LOG

DIVISION

1. PROJECT

Sabine Neches Waterway

2. LOCATION

(Coordinates or Stal;on)

3, DRILLING AGENCY

4. HOLE NO.

(As shown on drawing title

and file number)

5. NAME OF DRILLER

6. DIRECTION Of HOLE

VERTICAL

INCLINED

7. THICKNESS OF OVERBURDEN

8. DEPTH DRILLED INTO ROCK

9. TOTAL DEPTH OF HOLE

ELEVATION

DEPTH

LEGEND

DrG. FROM VERT.

CLASSifiCATION Of MATERiAlS

(Description)

48.0

Same as above, stiff

SHEET

SHEETS

INSTALLATION

10. 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

'.5.

ELEVATION GROUND WATER

16. DATE HOLE

STARTED

17. ELEVATION TOP OF HOLE

DISTURBED

UNDISTURIED

COMPlETED

18• TOTAL CORE RECOVERY FOR BCRING

19. SIGNATURE OF INSPECTOR

CORE

RECOV-

ERY

•

BOX OR

SAMPLE

NO.

REMARKS

(Drilling time, waler loss, depth of

weathering, de., if significant)

•

Cont. 23

1.25

50.0

50.

a::

52.0-

54.0-

56.0=

58.0-

Gray clay, tr silt seams,med

Cont.

0.75

52.0

54.0

56.0

58.0

60.0-

Same as above, stiff

Gray clay, stiff

Gray clay w/layer of (7)

stiff

Gray clay, stiff

BOTTOMED

C',nt. 25

1.00

Cont. 26

1.50

Cont. 27

1.50

Cont. 28

1.50

ENG FORM 1836

I APR 63

PREVIOUS EomONS MAY BE USED

(EM ll1Q-J-IBOJ)

... GPO 19&3 ,OF-7IZ-Z75

""'Jeer Sabine Neches

Waterway

HOLE NO.

3ST-312

\;--~

j}.~

'"i

~1;~

.1'~\

\l;~

.\\

\~j

11;<

.1'•.

'"i

If;,

SWG Fom 261(C)

28 Jan 1965

PROJECT:

s3hN:

l/e"/e:>

I1fr&r

!-'/?)

TEST DA.TA SUMMARY

LOCATION :-----:-______________

BOTTOM AT

60":'.

t!.

Oil

E-! ,..,

::;'~

•

WATER AT

...:I

Oil

0ilE-!

"'4-1

p::

"'I"-<

...i

CLASSIFICATION

H,,:

Oil •

f;2H

.'"

"'Oil

"" u

...i

Z;3:

t::~

I:l

<t:o

>" •

ELEVATION TOP BORING

"'Oil

E-!H

>-::8

t:4

"''''

C-I

o-z

lfi

/c'?/.r//7

)C=;'~7r-/,/

C/0lv' 0-2-

("L

..51

/Ti

1/1

.".]

,40

C~2..

2-4

#..---<">/-<)/7

C/c9r//

z-B

rl-/

/,.5

23 98

'C-3

4-6

• ,0;,'

/.c5

92-

C,-,)

"=-<I

ts-10

b-l:\

Ihr.-"v

""I/o/v'.

--r;...;J,-,c-/ ,-9-/0'

SrY)

',-r

~vJ

/()

"'1."1.5

_31

/~'I'

',....,:~.!

".:-0

0-12

16/-,:.-;1//, /?

r<;;

1< )r?

C/c-;'V /0-

t':f-/

III

1225

?'3

C-7

lZ-14

22.1

<')-(

I.()

CJ"c(

'-..

!",Q

....

r../

4~16

lyj

1().7S

'12.

C-9

6-18

C'i /

.-1/<"'"J,--/5"

/6-2'4

!/ST

7.7.S

107

8-20

V':'-[

2-0

C,C;'

C'I/

20-22

liST

'5.$

r§

1//

C-I?

?2-24

IA;;~G7~.{

~'--:"?"/("'/)

(.-:";'J

?2-

/"4-

--:L

',T

I!-7S

//1

I"'

./3

4-26

,.-c~)

<,-, ).,--;?

'5">/:/:/

_<~--;1r-'J("',I

24--

(/Vl

.....

~.\

IIJ.2S

.rJ)o;'

<./ '.-'

.1-1

6-28

:::r,--:;>

'.If)

I><

8-30

~-.

-/1 0-32

I;:?r--.'J .."

!,,'7

"'------/P 1/

-70

:5T

/J)

?'8

c.) .....

/,~

..6'~3

1"'-/5

2-34

h.'

?,)

r~71//

"??

-h~

-ST

1.75

?LL

,qy

,'°'/6

4-36

,,;,

I.()

':p

S~")

C-I;

6-38

,),

1<)

-7

<;.

'--'

C-I/3

8-40 '

1'.. )

I),'/.S

'i?'

B;.

~~/9

0-42

/.(~

T>!

S'/-:,;-:'

_"/ '/

~./

;') -/.

'~)

<:;

r~-'

,S-r'

-sc:::.~

c")r"

)

.")

2-~

..5T

:::·;~S··

84-

-2/

,4-4h

,;~'f'"

1/.0

7) _:)-

/97

6-48 .

,<;T

j,()

7,'1

;?'5

·~;'Z·J"

,8-50

~<~-;.-'.

/.7"<:,

4,/1-

'.!.

;'l

;0-52

'<:;'-i-

/J)

<i,:'~

7>?

.'-'2,

;2-5l,

::;

~~i'-

/. '!(,

:--;/-

7s-

-26

;4-5~

S-r

/.2S

j,(j

/07

C/27

;h-SR

...5'.--;.,-:..

/21/('"

<,-f:, '-5',";'

s-'r'

/':~

.r.;-/1

" ,

'//

/)..2J!-;

;R_hn

<'T

~-);

;../

,_,J

~'"

s/?

IX'{,

CONSISTEN~

COlIESIV£ SOILS

CONSlSTf.N~

COllESlomF.SJ: SOllS

(1)

TonafSq.Ft. Unco"[1,,.,d Coclprusivc Strcnsth

VST

(2) Split B<lrrel Sampler

Very Soft Soft Mo>dl"'" StHf Very Stiff

Hard Very Loooe 100111'. Mtod1um Den.e Very Dl'.nal'.

(3) Ace. Wt. Rtnd .:- Inlt. lit. X 100 • ?:. Rtnd.

-----~---

_._-_._------'----

BORING NO., ':;')1- ,:'

<1.

DATE DRILLED /()

1'./

".;>

1/''/ <),"2

SIEVE ANALYSIS

E-!

...i

•

PERCENT

Ace. HT. RTND.

":,,,

;3:

<t:

•

SIEVE NO.

(3)

",...:I