IOLE MO.

3 ST-S

PROJECT

DEPARTMENT OF THE ARMY

ASA Chan - Clear Ureek

SH[[T

DIVISlOII

Southwestern

2. LOCAr (ON

(C.or,,,... , •• or sr.r jOlt(

INSTALLATION

Galv Dist,

Eng Div

Tide 2.9 @ 13:30 hrs

MLT)

DR ILUNG LOG

DtiILLlNG AGENCY

U. S. Army Corps of Engineers

HOLE NO. (.... elt_It

on dr ••in, r Jr

,,,. ,

NO.)

5' NAME OF ORILLER

3ST-S

Black

OIRECTION OF HOLE

7. THICKNESS

lB' OEPTH

19'

TOUL

c::J VERT ICAl

INCLINED

r=1ifITH

OF aVEit'"

ORILLEO

OEPTH OF

IS 0

VERT I CAl

BUROEN

INTO ROCK

HOLE

•

10.

SIZE 'NO TYPE OF BIT ':{

11. OATUM FOR ELEVATION SHOWN

112'

MANUFACTURER'S OESICNATION OF ORILL

Shelb" Tube -

(TBN

IIISL)

IJ.

TOTAL NO. OF OVERBUROEN SAMPLES TAKEN

1..

TOTAL

115'

ELEV.

16.

HaL

OTU U':fED

1UNDl'?!'<3H't

:~;,~ORE

GROU'O

l~lA~0.~

I CW$A-':

ars

WATER

17. ELEV. TOP OF HOLE

lB'

TOTAL CORE RECOVERY FOR

19. SIC.ATURE OF INSPECTDti

BORING

("J

[LEV AT ION

OEPTH

LEGEN[

CLASSIFICATION OF MATERIALS

I:E~~~

1;:p~1

(DrlllJn, liu .

••

~.I'

I .... "."tII.,

("••cr

iI"

;on)

, ERY

MO,

•••II.rind. _te .•

II .',nllie...'>

0.0

4.3

/,£1

Water

;"-'

4.3 S.O:

'2.74

Gray

muc~

Silty clay (CL)

v/soft 3' ST penetrated

w/weight of kelly

Jar 1

;::-

S.O

0.0-

Gray sticky clay (CL)

f--

v/soft

Jar 2

-::

r=-

10.0

2.5:

Gray sticky clay (CL)

trace small sand pocketS,',

Jar 3

f=-

I-

12.5 6.0:

-13./

Drive wi th 3" ST 140#

hammer 12.5 to 14.0

f=-

14.0 to 16.0 2 B

Jar 4

f---

S ,:

-...I

a~tp.A-

16.0

.2...

Gray stiCky silty clay

f--

Medium

Cont 1

.50

I-

r=-

Bottomed in above at 15'

ILT

f---

Water 4.3

f--

I--

f=-

f---

;/~'

-::

'"J

I-

-::

l=-

I--

//"~',:,\

l~J!

I=-

",.~".),,,,,,,e_~··

f---

1\'

I--

-::

I)-: \

-::

...:.

f--

f---

f--

ENG FORM

1836

(EM 1110-1-1801)

PREYIOUS EDITION MAY BE USED

1 MAR 61

TRANSLUCENT

UNTIL EXHAUSTED.

'ROJ£CTNASA Channel

HOLE 10.

3ST-8

, 1

-----

4::;1

~:;t;

SWDGL Report No. 7919

SWD

Hole

Sample

Depth,

No.

Feet

3ST-l S-12849

3.5 -

7.5

Type

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,

8a Fi

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 ,

_l+f:r::-'

Dl<: •gray sandy CLAY(CL).1

vl';,~)

41 16

7it,1

':.-.

Dk.gray CLAY(CJ:,).

(,;jse)

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

l\i-

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

38T-6

38T-7

8-),.2858

10.0 - 12.5

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

6o,,-~

(1.'1<'''')

vlS"-'il

"""1

&~'-~

)

31 ' ">011

24.4

46.3

52.5

"37.1

102,

2.5

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

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

79.9

40.5

40'.5

26.7

1.25

Red and gray CLAY (CH),

3ST-8

8-12874

4.2 - 8.0

8.0

- 10.0

10.0 - 12.5

Jar

42.6

36.6

, Dk.gray CLAY(CL).

S-12875

S-12876

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

ST'

ST-

32 67

9 91

28 13

56 13

116.3

40'.3

24.6

28.7

103

0.5

1.5

Gray sandy CLAY(CL), medium consistency.

Greenish-gray CLAY(CH), stiff.

.-.

CHAIJt-JE-l.

CL,~R

LA"'''

It4v!:sT

CHl'lf.I\"\roL

DIUPC:-IIHT

lJEl'T)) OR

SAlIPU

my Of

NO.

1«1.

SAMPU

IJJIOIlATORY

ClASSIFICATION

GRAVEL

SAND

FINES

An[RBERG

SPEClflC

UMITS

GRAVITY

''lo\-

lv'll .

TEST DATA SUMMARY

FEATURE _let) oi S;d iJol-II\.';I

NATURIil.

WATER

CONnNT

ItATURAl

COMPACTION

OATA

DRY DENSITY

OPTIMUM I

MAXIMUM

lBS 'CU Fl

WATER

DRY DENSITY

I lSS'CU Fl

..... 1-- .

-t.

-.-

--I-

-.-

2;>,.).

LCr;,.41

f?tI5Tr

2.S.SI

4.Q --- -

f.;'Y;.6

._._---

SHEAR

OATA.

TYPE

SPECIMEN

SIZE

TEST

INCHES

INITIAL

DRY O£HSIT'(