IDLE MO-

3ST-3

PROJECT

,1.

I ;,HEET

DEPARTMENT OF THE ARMY

NASA reb

Southwestern

r.l

p~r

r..

DIYISIOII

2. LOCATION (Coor., ...... or Shr, ... )

INSTALLATION

Gah~

51:

ElJg D:i:u

Sta.

25100

Tide

12.5

DR IlllNG lOG

). ORILLING'AGENCY

U. S. Army Corps of Engineers

HOLE NO.

(Ao.on_It Oft ar •• ,n, rUle .no' r.,. 110.)

NAME OF DRILLER

3ST-3

Black

DIRECTION OF HOLE

7' TH IC.NESS

\8' DEPTH

19-

TOTAL

c:::J VERT ICAl

c:J INCLINED

~::;:~:L·""

OF OVEIr

DR I LLED

DEPTH

017 5

BURDEN

INTO ROC.

HOLE

•

10.

SIZE AND TYPE OF BIT

11.

DATUM FOR ElEVATION SHOWN

112'

MANUFACTURER'S DESIGNATION OF DRILL

Shelby Tube - 3"

(TBItI

MSL)

1).

TOTAL NO_ OF OVERBURDEN SAMPLES TAKEN

• U. TOTAL

r5-

ELEV_

16 •

HOL

D,,,U •• tD

2 Jars

,uouo>,uo.,03 Cont

:gXE~ORE

GROUND

IS1AA1£t1

I COMPLETED

WATER

6 Jun

6 June 1962

17' ElEV _ TOP OF HOLE

18'

TOTAL CORE RECOVERY FOR

19_

SIGNATURE OF INSPECTOR

E 1",,<

BORING (S)

ELEVATION DEPTH bEG&NC

CLASSIFICATION

(Do.er ;pt;OII)

OF MATERIALS

~E~~~

~~~P~;

(DrllHn,

tJ"...K;~~~;)

I ....

"."tIt

. ERY

NO-

••• U.rlnG •• te .•

ol'nU leo,,')

0.0

3.7 :

-I,t.

Water

3.7

8.0-:

-S .. 5

Gray mucky silty clay

v/soft

weight

3" ST penetrated

of kelly

to 8' with

Jar

I-

I=-

8.0

10.2:

., 7. 5 Gray

10.0

mucky

w/weight

penetrated

silty

of 5'

clay

to depth

rod and

c..

kelly

I. Jar

12.5

10.0 12.5:

15.0-

HD.O

-I..!i

Gray

Gray brown

tan sandy

sandy

clay

v/stiff

Cont. 1

2.50

;::

Tr cal nodules

Cont. 2

3.00

15.0 17.S:

·15.~

Gray

cal

brown

nodules,

sandy

v/stiff

clay

Cont.

3.50

Bottomed in above at 17.5

Water 3.7

I=-

--:

I--

r=-

f-;-

::-

I-

-::

:?I

f::-

I-

l=-

-::

::-

=-f:

r=-

....::.

I-

-::

::;::-

EHG

1 MAR

FORM

1836

(EM

TRANSLUCENT

,,,0-'-'80')

PREVIOUS EDITION MAY BE USED

UNTIL .E:XHAUSTED,

PROJECT NASA Channel

MOU 10. :lSJ:.:;..l

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

NO.

SAIllPU

NO.

Ci.ASSIFlCATIOH

lABO~TORY

GRAVEL

SANO

FINES

GRAV!n'

CDlmNT

WAfER

DRY

()£NSITY

r.::

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

"."'-.

-i:~:t

-i:~~~;

~.:.;~;

~:;~;

REQUEST

~FOR

AND RESULTS OF TESTS

I PAG;

~O.

NO. OF PAGES

SWNGL

REQUEST FOR TEST

GG-IG-62 <'1,,+.,,<'1 12 .June lG'i8

1. TO:

2. FROM:

Southwestern Division Laboratory

Chief,

US Army Engineer Division, Southwestern

M Branch

Corps of Engineers

GalVeston District

4815 Cass Street

Dallas 35, Texas

3. ' PRIME CONTRACTOR AND ADDRESS

4. MANUFACTURTKlG -PLANT NAME AND ADDRESS

CONTRACT

NUMBER

P. O. NUMBER

5. END

ITEM AND/OR PROJECT

6. SAMPLE

.7 •. LOT'NO.

8. REASON FOR SUBMITTAL

DATE

NUMBER

SUBMITTED

Spacecraft Center

NASA Clear Lake Channel

10. MATERIAL TO BE

lOa. QUANTITY

11.- QUANTITY

12. SPEC. & AMEND AND/OR'DRAWING NO. & REV.

TESTED

SUBMITTED

REPRESENTED

FOR SAMPLE & DATE

13 carton

Foundation

.iar saronles

13. PURCHASED FROM OR SOURCE

14. SHIPMENT METHOD

15. 'DATE SAMPLED AND SUBMITTED BY

Holes

~ST-l

thru

~ST-ll

Gov't vehicle

16. REMARKS AND/OR SPECIAL INSTRUCTIONS AND/OR WAIVERS

17.

RECEIPT

THE ABOVE MATERIAL HAS BEEN RECEIVED

DATE

TYPED NAME AND TITLE

SIGNATURE

1, .TlmA 6>'

A H.

",nff;noo~

RESULTS OF TEST (Continue on

plain white paper

space

nquiud)

1. RESULTS

ACCEPTABLE

FAILURE INDICATED

2. DATE REC'D

DATE

LAB REPORT

REPORTED

n&~BER

OTHER

(Specify)

1, June 62

July 62

919-1

TEST PERFORMED,

RESULTS OF TEST

SAMPLE RESULT

REQUIREMENTS

Dissolved

Hole No.

Depth

Solids

Chlorides

, )

AS Cl

AS NaCl

3ST-3

3.7 - 10.0

0.58

0.19

0.31\

3ST-7

4.0 - 10.0

0.51

0.18

0.30

Above values represent water soluble material as percent of weight of

dry

soil.

/.;m~

Copy furmshed:

~":i,c1

Engineer, Galveston District

'TS"

PRESCRIo-_~

[;9

'Il!=;TS WERE MADE ON _

3 - 5 July 19

AND THE RESULTS THEREOF WERE 'AS SET FORTH ABOVE.

--,..

___ " -

DATE

. 'u1 1. . I

K··"·~E

AND TITLE

dt:I!~

SIGNATURE

96",

•

'~N

y,!~

/1nf£1:

neer

";);4cG.llar~e

.b.western .D<.v:).s ion Laboratory

FORM

/IJULU

--.

REPLACES

c-'\.

FORMS 696, 1651 AND

10-208"WHICH ARE OBSOLETE.

, 1

I '

-----

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 ,

38 16

_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

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

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).