6.0 =
1. 1 APR 63 1836

..,

Hole No.

3ST-313

--1

DIVISIO"N

'DRILLiNG LOG

Southwestern

1. PROJECT

<::.<:I'h. ....... o

Mo ....hoC!

T..

T<:I"'o~.,,<'lI'"

2.-LOCATION

(Coordinates or Station)

Pleasure Island

DRILLING AGENCY

Dept of the Armv. GD

HOLE NO.

(As shown on drawing title

and file number)

NAME OF DRILLER

Black

DIRECTION OF HOLE

VERTICAL

INCLINED

THICKNESS OF OVERBURDEN

DEPTH DRILLED INTO ROCK

TOTAl DEPTH OF HOLE

Co~s

of Engineers

3ST-313

DW. FROM VERT.

56.0

INSTALLATION

Galv Dist, Eng Div

10. SitE AND TYPE OF BrT

11. DATUM FOR ELEVATION SHOWN

(TBM or MSL)

12.

MANUFACTURER'S DESIGNATION OF DRILL

13.

TOTAL NO. OF OVERBURDEN

SAMPLES TAKEN

14.

TOTAL NUMBER CORE BOXES

1-5. ELEVATION GROUND WATER

I ST"RTED

: D1STURBED

2 Jars

16.

DATE HOlE

3 May

17. ELEVATION TOP OF HOLE

lB.

TOTAL CORE RECOVERY FOR BORING

19. SIGNATURE OF INSPECTOR

SHEET

SHEETS

: UNDISTURBED

26 Cont

: coMpiuED

3 May 1967

CLASSIFICATION OF MATERIALS

(Description)

"10

CORE

RECOv-

ERY

BOX OR

SAMPLE

NO.

REMARKS

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

29.5

30.0

32.0

34.0

36.0

38.0

40.0

DEPTH

2.0 -

4.0 -

6.0

n-..=

10•

..0::

12.0=

14.4=

l6.-G-

18.0:

20.0:

22.-B--

24~

26.0:

28.0:

29.5-

30 ;-()-

32;-0:

34;-0:

36.([

38.6-

40-;-0:

42.0:

ENG FORM

LEGEND

Brown sandy clay, fill, org,

Stiff

Same as above, stiff

Gray and brown sandy clay

stiff

8.0-9.0

9.0-10.0

8.0-8.5

8.5-9.0

9.0-9.5

9.5-10.0

Gray sand

Gray clay

No count

2 blOws

3 blows

No count

Gray and brown clay, med

Brown clay w/column of soft

gray clay, stiff

Gray and brown clay, stiff

Brown clay w/cal nods, stiff

Brown sandy clay, v/stiff

Brown sandy clay w/cal nods

v/stiff

Same as above, stiff

Brown silty sand

24.0-24.5 No count

24.5-25.0 20 blows

25.0-25.5 19 blows

25.5-26.0 No count

Same as above, washed

Brown silty clay, stiff

Brown clay w/silt layers

v/stiff

Gray clay w/silt layers

stiff

Same as above, stiff

•

Same as above, w/tr shell fr4g,stif

(Drilling time, wate,. loss, depth of

weathering, etc.,

significant)

•

Cont. 1

1.00

Cont. 2

1.00

Cont. 3

1.50

Cont. 4

1.50

Jar

Cont. 5

0.50

Cont. 6

1.00

Cont. 7

1.50

Cont.

1. 75

Cont. 9

2.25

Cont. 10

3.25

Cont. 11

1.50

Jar 2

No sample

Cont.

1.00

Cont.

2.00

Cont. 14

1.50

Cont. 15

1.50

Cont. 16

1.50

Cont. 17

1.50

Cont.

1. 75

Cont.

1. 75

1 APR 63

1836

continued

PREVIOUS EDrTlONS MA.Y BE USED

(EM-IlJO-I-1801)

'It

GPO 1963 : O'-7IZ-27S

PROJEC'Sabine Neches

Waterway

HoLE

NO.

3ST-3l3

--- -- - - ----- ----- -- - -- ---- - - -- ----- -----_. ----

-~"'~"'.--

...

--~-

....---..

--.-"-------"------

-,,~

"';:"

Hole No.

3ST-313 (Cont

• DRILLiNG LOG

DIVISION

INSTALLATION

~HEET

SHEETS

1. PROJECT

10. SIZE AND TYPE Of BIT

Sabine Neches Waterway

11. DATUM FOR ELEVATION SHOWN

(TBi'd

MSL)

2. LOCATION

(Coordinates or Station)

12. MANUFACTURER'S DESIGNATION OF DRILL

3, DRILLING AGENCY

4. HOLE NO.

(As shown on drawing tille

13. TOTAL NO. OF OVERBURDEN

j DISTURBED

UNDI$TURIED

•

SAMPLES TAKEN

and file number)

•

NAME Of DRILLER

14. TOTAL NUMBER CORE BOXfS

1-5. ELEVATION GROUND WATER

6. DIRECfION OF HOLE

STA.RTED

COMPLeTED

16. DATE HOLE

VERTICAL

INCLINED

DEG. FROM VERT.

7. THICKNESS Of OVERBURDEN

17. ELEVATION TOP Of HOLE

lB. 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.,

significant)

•

42.0

44.0=

Same as above, stiff

Cont.

1. 75

Gray clay w/few silt layers

44.0

46.0'-

stiff

Cont. 21

1. 75

46.0

48.0=

Same as above, stiff

Cont. 22

1.50

48.0

50 •.0.=

Gray clay,

tr silt seams

. -

stiff

Cont.

1.50

50.0

52 •

.0.=

Gray clay, stiff

Cont. 24

1.50

52.0

Gray

clay, stiff

Cont. 25

1.25

54.0=

54.0

56.0_

-;=

Gray clay w/pockets of nod

stiff

Cont.

1.50

BOTTOMED

ENG FORM 1836

p........"'.............

.....

I APR 63

PREVIOUS EDITIONS MAY 8E USED

(EM

10-1-1801)

'I>:

GPO 1963 : Of-7It-27S

Waterway

3ST-313

\;-~

I'd

1ft

.1"f..

'},*'

••

SWG Form 267 (C )

28 Jan 1965

PROJECT: S

I IV /\} n

h,;; <;

\rJo

I" ,,\.... ,).

LOCATION:_________________

:.:

ClASSIFICATION

t'l

r.l

ELEVATION TOP BORING

0- 2

/(,rC'

0"7

c/av

,c-"

(-2

2 -4.

4..6

(- 4

n-B

rc:,",.u::L~/

/-/tl

-;'

':;),r')

(-::; - .9

}: I

A-9

CoS

9 -I;>'

./;;"/'t

)

..GrCJ'/

9-20

r.6

!? .14-

(-7

14. -16

r.r;

itS ..If"

(..n

p .. ;l(,

(-In

?()

.22

//?,<,,'/_<-)/-7

,)n'n

dl/

/ ....

/:;:>1/

2o-~~:·'f.

"-1/

2.'2.4-

~,,/

//c"'e:ci

c:1?_£?!c:

,T- 2

-26

A:>

......

~ -~"')

.t./",

./'

(;~/;,';/~-"":;)"7

74 '.

........

_/"

6-22

,'-

........

(-~~

)

~R.-)gy:

/-?,,-',,",,!( ./r') .

C~")

f.,'"

2-S-"=-Z.9!n';L

r-/3

;9,:,-JO

Rr-C,.(h7

'c.....?::-;?

29,2_=-,:>0;;

r -14

10-12

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~;.

, )"/ /0

k·:I/\/c.,·I"·-~~·:;:~~

5" :.....

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j6:

(-16 .3+-3G

44,--46/

(- i

Jh ..

:~(\

...

(-Ii'

JR-40

r.-IS

~o--1-?

C'2'-

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..;~~. l~_

c.2!

44 -45

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4. (-; -

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,.1

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C-25

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S-i-- Sf)

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TEST DATA SUMr".ARY

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;z; '-"

t:l'"

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f,2S

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2'.5'

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Si"

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1,2.5

3('-3

~'?3

<iT

I/,?<"

,<;T

'j.

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.<,

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42. 17

.ST

1;.::-,

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'1-(

/.75'

,)5'

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'-,

)

lEY:

ro!ISISTENC"{

CO!!f:51VE SOILS

CONSISTEIIC'{

COHESlON1£SS SOILS

(1)

TOM/Sq.Ft. Unconfined C<:<opre'81ve Strc'>sth

VST

(2) Split B;lrrc1

S~",ple"

Very SoLt Soft Kcd1<.,. StUf Very Stiff ltnr4 Vcry Looso 1.0000 KIldlurn Dense Vcry DellBC

I)l Ace. lit, Rtnd .;. Inlt.

I,/t.

X 100

i:.

Rtnd.

'i'"~~'-- ,~,-.~~.

.--....---..

___

c;...c....-'-_.

.m_____

_____,_____.__

'___~

__.__.___,__..,_.

BORING NO.

3 5T -