HOLE NO. 3ST-6

1.

PROJECT

"i,

DEPARTMENT OF THE ARMY

NASA Channel, Clear Creek, Te Je

EET

OF

DIVISlOli

Southwe§tern

2. LOCATION (c ••r.,,..... or sr."oft)

IISTALLATIOII

Ga ll! Ilh2t

"EJJg Dh,

Sta.

lOlOO

Tide 2.4 at 13:00

DR ILL! NG lOG

3'

DRILLING AGENCY

U.

S. Army Corps of Engineers

Q.

HOLE NO.

(AO_e"." on Gr•• ,n, ru,•

.....

"'.1100)

5'

N'M[ OF DRILLER

3ST-6

Black

6.

DIRECTION OF HOLE

7. TH ICKNESS

IS' DEPTH

\9' TOTAL

c:::J VERTICAL

c:J INCLINED

1

~~~~~~~

.•,,"

OF OVER-

OR I LLED

DEPTH OF

17

5

VERTICAL

SURDEN

INTO ROCK

HOLE

•

10.

SIZE 'ND TYPE OF SIT

11. DATUM FOR ELEVATION SHOWN

112'

MANUFACTURER'S DESIGNATION OF DRILL

Shelby Tube - 3"

(TBII

01'

MSL)

13'

TOTAL NO. OF OVERSURDEN SAMPLES TAKEN

I U. TOTAL

r5'

ELEV.

l16.

A

HOL

D,S,URBED

UN",,, U" ..u

I

:gXE;ORE

GROUOO

I'}..

1£.

I COMPLETEO

5 Jars

WATER

June

iJ June 1962

17' HEv. TOP OF HOLE

IS' TOTAL CORE RECOVERY FOR

19. SIGNATURE OF INSPECTDR

SORING (")

ELEVAT

10.

DEPTH LEGEM!

CLASSIFICATION OF MATERIALS

I:E~~t

;~~p~!

(DrJllin,

'1"',"~';~~..J

INa,

d.~U

.1

(DeUr

iI"

lOll)

ERY

NO,

.... tlrerlnG ••te.,

II .""Ulc.,,')

-

f=

0.0

4.0 _

I- /..b

Water

~

4.0

8.0-

Mucky silty clay, v/soft

1-

3"ST penetrated material

wi

-

-

weight of kelly

Jar

1

=--

10.0:

1.(..

8.0

Mucky silty clay v/soft

-

....:

_,;l"

3" ST penetrated material

=-

:

wlweight of kelly and 5' rod

Jar 2

=

lO.O

lt1.;l:

10 . \

Gray sticky clay soft

Jar

3

~

.

",'

-

I=""

12.5

15.0:

~! ~-.&

Gray sticky clay

1=

-=

l2.5-to 15.0 1 blow

~

.

-

w/3"

ST in hole;

Jar

4

I--

:

f=

15.0

17 .

..2.:

Gray sticky clay soft

Jar

5

~

:

Bottomed in ab ove at 17.5

~

-

I--

-=

Water 4.0

I-

-

~

::

-

-=

=-

::

.

/'

=

::-

-::

-

1

? ,..;:;;

=-

-::

-

::-

-

-

::

=-

-:

-=

::

=-

I

=

:

J

-

11~

-::

-

-

V \

~

-

I~f

r-

I-

-=

1-.

r=-

:

I-

-=

r-

1=

::

I--

~

-::

f.'-

~

:

1=

....:

I=-

::

~

::

I-

-:

I-

r=-

:

-

~

~

EHG FORM

1 MAR 61

1836

(EM

1110-1_1801)

TRANSLUCENT

PREVIOUS EDITION MAY BE USED

UNTIL .EXHAUSTED.

PIIOJECT NASA CHANNEL

HOlE 10.

~

---

I

,

I

I

I

1

I

I

I

I

I

!

, 1

I

i

'I

1

I

I'

1

I

1

I

-----

4::;1

~:;t;

SWDGL Report No. 7919

SWD

Hole

Sample

'

Depth,

No.

No.

Feet

3ST-l S-12849

3.5 -

7.5

Type

of

8ample

/

Jar /

Jar

4::~

~:s-

~

...t;

-~-~:

4:;f

-

.:...

~~;;

TABLE NO.1

NASA Clear Lake Channel

Results of Tests of Foundation

~~terials

Natural Conditions

Mechanical

Water

Dry

Pocket

Analysis

Limits Content

DenSity

Penetrometer,

Gr

8a Fi

LL

PI

10

Lbs/cu.ft.

tsf

Classification

'01.-"_ j9.L_

Dk.gray

CLAY(CL).(V/S~r)

S-12850'

S-12851

I.:2 - 10.0,

10.0 - 12.5'

ST /----,.-'

4,a.Q

_

__-

me.gray CLAY(CL). \;,;",++

21.7

107

2.75

Gray and yellow

CLA~{CH), ve~y

stiff.

68 16

88.0

Gray CLAY(CH).(vfsoY ,

,

38

16

_l+f:r::-'

Dl<: •gray sandy CLAY(CL).1

vl';,~)

41 16

7it,1

,

':.-.

Dk.gray CLAY(CJ:,).

'

(,;jse)

c

37

W~~~"2:

106

2.5__

._.-.GrJ!.y~an~~,:~sh-yell~_~Y(CJ,J),

very s'tiff.

...

,.,_~_,_~.

____

'--=_n~

34 13

3U~·---,·'·c---'-

"Dk:g~~~:~dY _~~, f~_~~.":l1~

"

18 82

24 76

18

82

l\i-

85

23'77

38T-3 8-12856

3.7- 8.0

Jar

6(',,~

<:1,"'\(....)

8-12~21

Jh9.-::-1.0.,o

Jar

,,,,,,_4:§

vls.~L I-\v'~1

43.4

43,.4

, Dk.gray CLAY(CL).

Dk .gra:L9Jdl.X(CL)

•

38T...4

3dT-5

j

38T-6

J

38T-7

8-),.2858

10.0 - 12.5

ST

6i'Q,11

'-1.~(tH)

,

Z't "1':4;«"

8-12859

2.3 - 6.0-

8-12860

6.0 - 10.0-

S-12861, 10.0 - 12.5_

Jar

Jar

8T

6o,,-~

(1.'1<'''')

~9

vlS"-'il

"""1

C

I

&~'-~

)

31 ' ">011

24.4

46.3

52.5

"37.1

,

102,

2.5

82

0.25-

S-12862

'3.5 - 6.0

Jar

49.2

8-12863

6.0 -' 8.5

Jar

(,,.0,1 Cl"1«I-)

57.3 _,/",,,

--

-'

8-12864

8.5 - 11._0

Ja,L..

~,.

____

7'1

vIS~H )_~~:~~,c........55.&.._,,,:,,:,

____.:'_"_,____

~~~"'~_

S-12865

11.0 - 13.0

'ST

'6"''''1

(\"1'<-'-)

54.1

69.3

0.25+

5'/

So~~

,

,

,

Dk.gray CLAY(CL).

Dk.grayCLAY(CL).

~ay

CLAY(CL).

Dk.gray CLAY(CL),

8-12866

4.0

-

.8.0

Jar

____,_'

'_~~":.1(\~'1L(~)'-lrv/),(+! ~'ii_~(

__.___-____.___,..::,..,___

J?!hgr§,Y CLAy(cHI'

S-12867

8.0 - 10.0

Jar

0 10 90

45 1247.9

-

,-

Dk.gray CLAY(--

S':'12868

10.0 - 12.5

Jar

(,"'q

C\~~(~

..)

41.8

Gray CLAY(CL).

S-12869

12.5 ,;. 15.0

Jar

'-IS VhoH-

kS,,(1

41.2

Gray CLAY(CL). , '

S-12870

4.0 - 8.0

S-12871

8.0 - 10.0

o 13 87

3 14 83

65

14

42

11

-

Dk.gray CLAY(CH).

Dk .gra;)' CLAY(CL) •

Dk.gray CLAY(CL).

soft.

8-12872 - 10.0 - 12.0

S-12873

12.0 - 14.0

Jar

Jar

Jar

ST

79.9

40.5

40'.5

26.7

99

1.25

Red and gray CLAY (CH),

3ST-8

8-12874

4.2 - 8.0

8.0

- 10.0

10.0 - 12.5

Jar

Jar

Jar

42.6

42.6

36.6

,-

, Dk.gray CLAY(CL).

j

S-12875

S-12876

Dk.gray CLAY(CL).

Dk.gray CLAY(CL).

Dk.gray CLAY(CH).

Dk.gray CLAY(CL).

stiff.

38T-9 S-12877

8-12878

8-12879

S-12880

4.5 - 7.0

7.0 - 10.0

10.0 - 12.5

12.5

- 15.0

Jar

Jar

ST'

ST-

1

32 67

o

9 91

28 13

56 13

116.3

40'.3

24.6

28.7

103

96

0.5

1.5

Gray sandy CLAY(CL), medium consistency.

Greenish-gray CLAY(CH), stiff.

---

0.:;"

~

;:;1l

'dI!il

o

{\>

I

U. S. STANDARD SIEVE SIZE

3 IN.

~IN.

NO.4

.

NO. 10

NO. 40

NO. 200

100

---~-,

Ii

I

l'~

Ii

I'

~

I

1!;-G.7

.- -

-

l-

-

..

--

-

..

_.

j

.1

-

'S Ie.

1\

I

I

1\

;

90

-.....

_k

12-

1170

I

II

i

-11---

i i

.

I

tk~

~-l

~

:

'

,--r--

1----- ...

4-

...1

-t--

~~----

Ii

'I

iii'

I

eo

I

I

I

t

I

1

I

I

I----

I

i i

-t-

I

-

I

"

I

I

....

70

I

1+

+1

Ii

I

:r

---

"

-

--

-

Ii '

iii

r

I

;

I

I

I

;:

60

dl

>-

I

I

,

.

'

.

m

I

-It--- ,.. ,

II:

I

I

I!

I

I

'"

50 .

z

I

.

,

,i i

~-t--

:

I

ii:

-

111

--

....

I

I

I

z

40

OJ

I

I

.H-I

I!

I

II

-

,I

. I

-

I

II:

--t--

1'-

II

...

'"

I

I

II

I

30

I

I

I

I

J.---

t+

I

I

--,._--_

...

_.

,

f-'

-- ---

-'-'-

t-- i-

e--

--

,

I

I

I

I

I

I

I

20

,

I

I

I

-I

j

I

\- -i

._- -

,--,

._--

---ji----I

'~,

.~----

q