HOL[ MO

.- _.

3ST-2

1. PROJECT

DEPARTMENT OF THE ARMY

Clear "reek

.'P~'

bS~EET

NASA Channel

DIYlSlOII

Southweste:;r;::Il

2. LOCATION

(coordi,..t ••

St.t'Oft)

IISTAUATION

Galv Dist, Eng

~i~

Tide /2.5

@12:05

Sta.

3010n

DRILLING lOG

). DRILLING AGENCY

U. S. Armv Corps of Engineers

Ai.

HOLE NO.

(A.~

iTt.."

onfTr • ..-rn, r Jt

110.)

..ME

OF DRILLER

3ST-2

Black

DIRECTION OF HOLE

7' THICKNESS

18'

DEPTH

TOTAL

;rrGlf£ITIflTIr

OF OVER-

DRILLED

DEPTH or

c::J VERT ICAl

CJ INCLINED

VERTICAl

BURDEN

INTO ROCK

HOLE

17.5

10. S lIE AND TYPE OF BIT

11. DATUM FOR ELEVATION SHOWN

112' MANUFACTURER'S DESIGNATION OF DRILL

Shelby Tube - 3"

(TBII

MSL)

I). TOTAL NO. OF OVERBURDEN SAMPLES TAKEN

.... TOTAL

\15'

ELEV •

16'

HOL

S UR8ED 3 Jars

UNO IH"RBn

3 Cont 1

:~;<~ORE

GRO~:O

[(STARTEO

COMPlETED

I qh?

WATE

6 June

6 June 1

17' £LEV. TOP OF HOLE

18'

TOTAL CORE RECOVERY FOR

19.

SIGNATURE OF INSPECTOR

BORING (S)

£LEV AT ION

DEPTH

LEGEN!

CLASSIFICATION OF MATERIALS

rrE~~~

;~~P~:

(Drillin,

tj"..:(;~~~;)

I.... t/.pU..1

(D••er ipt.

iOft)

ERY

NO'

.... t_rl..G••te ..

.i,nl'.ie•.

tt)

0.0

3.2 -

- 0/1

Water

r--

3.2

5.0....::

_l.';

Gray mucky silt,

v/soft

r--

3'I'ST penetit<Ited to 5.0 wi

kelly

Jar

I-

•

7.5-=

£,f.~

5.0

Gray silty mucky clay v/soft

3" ST penetrated to 7.5 wIweigh -

I-

.:..:

of kelly

Jar

r--

•

r::-

- 7.5

.... ,

3" 8T penetrated to 10.0 wIweig

r--

10.0_

r--

.:..:

of kelly and 5' rod

Jar

'10.0

12.5:

_Id'"

Same as above, to gray tan

.:..:

clay v/stiff, ch @ 10.5

Cont. 1

4.00

I--

12.5

5.0

.... !'J, •.'.}

Gray brown sandy clay trace

r--

of'cal nod v/stiff

Cont.

3.00

f-.

- -

""t.~;,~

I-

15 •

17.5_

Gray brown'sandy clay within

streaks of fine cal nod

-.:

v/stiff

Cont.

3.00

r--.

-.:

Wa~er

Bottomed

3.2

in above

...::

I-

I .

I-

.,'

I--

l=-

I-

...:

I-

I=-

I-

/1.

. "

"S-,~;~

/"1'>

I::

'...:

....::

" ':

...::.

-.:

I:""

I--

ENG FDRM

1836

(EM

1110-1-1801)

PREVIOUS EDITION MAY BE USED

1 MAR 61

TRANSLUCENT

UNTIL. ,EXHAUSTED.

PIIOJ[CT

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

MOl[ ID.

N A

(-)

CHf.\!Jl.l'-L JI-I ClcAI<

]).\\,I:

ST Or C,IANNU. DetDG 114<:'

Sheet_i_of

TEST DATA SUMMARY

FEATURE

l~--"L~cJJ2~L1~'J

c~----~~~-------------r====.-~====~'------'

-m

MECHAHICAl. AHAlYSIS

AnERBERG

SP£CIFlC

NATURAL

~CO;,.:;;PA;::.C1I;"":,,:D.I;;TA~

__-'-__'--r-r__

r-:---......;:SH~£AR~D.I:.::TA:=;-_--r_'-

r-:-r-::;-+.:..:P[::::"::;OOII=l::.:.lTY,+~C<JISOll!I\;:=::=r-l1OII:::::.:D.I::;TA'---l

00RtNG

SAIllPU

lABO~TORY

l MTS

WAfER

r.::

NO.

Ci.ASSIFlCATIOH

GRAVEL

SANO

FINES

I I

GRAV!n'

CDlmNT

DRY ()£NSITY

OPTIMUM

MAXIMUM

INITIAL

DRY DEN$ITY

Wf'1

TYPE

SPECIMEN SIZE

O""m

(J"j

t-_~

SAMPU

%:1::

Dt~

.J:f!l-J

lBS-CU FT

W"'ifR

D~~ogSW

lBS'CU n

TEST

.IHCHtS

TEST

,'SQ FTT,'SQ.f1rr.tSQ Fl DEGREES

FT/MIN

,'SiinT!SQFT

.......

Values at Pressure

T/SQ

- Trlaxlal- COmpresslqn

UC -: UncOnfined

Compr~ssion

os - Direct Shear

UU - Unconsolidated Undrained

- Consolidated Dramed

CU - Consolidated Undrained

"."'-.

, 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.

100

I-

;;;

I-

U. S. STANDARD SIEVE SIZE

3 IN.

IN.

NO.4

NO. 10

->-+-+-f-- ---

4 I'll!"

ITTI+. .-jf---111

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I '

-·-+--l-----H-~H-H-J· --4--~lj--L_~-L---r·

I. .

1I1II I! I !

,'I I I i I HiI: :

-+-+---ttttt++

I III

mlsf

It~1 q~1

fl'ff/l~l

--+--+-t---tttH Ii I I li-tmt+tt I

II Iii I I I I I

IIIII I I I I

+ I:

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