IOLE

MO.

3ST-9

I. PROJECT

DEPARTMENT OF THE ARMY

NASA Chan - Clear Creek

SHEET

DIVISlOII

Southwestern

2- LOCATlON

(COOrd, ... r •• or sr.rl ... )

IISTALLATlOII

Galv Dist,

Eng Div

Tide 2.8 MLT @ 12:20 hrs

DR ILL ING lOG

). ORILLIMG AGENCY

U. S.

Army Corps of Engineers

HOLE NO.

(Aa'. eh.-II on

dr..-in,

I •• ,.,

f II. 110.)

NAME

OF DRILLER

3ST-9

Black

DIRECTION OF HOLE

THICKNESS

lB' DEPTH

19'

TOTAL

c:J VERT ICAl

INCLINED

[l!TGlITIT

YERT I CAl

IiTf1r

BURDEN

OF OVEI/""

INTO

I LLED

ROCK

~~r?

1 8. 0

10.

SIZE 'ND TYPE OF BIT

"'<

11. DATUM FOR ELEVATION SHOWN

112'

MANUFACTURER'S DESIGNATION OF DRILL

- Shelbv Tube _ "

(TBII

or 1115£)

1).

TOTAL NO. OF OVERBURDEN SAMPLES TAKEN

TOTAL

T15'

ELEV.

16.

HOL

!fIST

".9',;

ars

IU004"

I'!'~h"t

:~;,~ORE

GROUND

WATER

IS'A~tlh

C~r~{M

17.

ELEV. TOP OF HOLE

lB' TOTAL CORE RECOVERY FOR

19.

SIGNATURE OF INSPECTOR

BORING

("J

ELEVAT ION DEPTH

LEGEN!

CLASSIFICATION

(Do.cr

ipt

ion)

MATERIALS

I=E~~~

I;:p~!

(11,,11 ... ,

tJ"",I'I~~;:'~~

, ....

d."tlt .t

ERY

NO'

....

tlterJfI~

•

tc.,

II al,"llle.,,')

0.0

4.0_

/."1-

water

f::

4.0

7.0:

Gray

w/weight

penetration

v/soft

mucky

Silty

w/brake)

kelly

penetrated

clay

(stoppec

(CL'

Jar 1

I-

f::

7.0

.LO.Q.:

1.7-

Gray mucky Silty clay (CL)

I-

1'::'<

. v/soft 3" ST penetrated

;::-

w/weight of 5' rod & kellJ

Jar 2

;::

10.0

2.5:

....:

Same

sandy

CL @ 12.0

O>_'_~'-~"_;;;

-~'l'I

clay

above

Stiff

(CL)

to gray

Cont 1

1.00

I--

f::

12.5

fL5.

~IZ,;1

Greenish gray sandy clay

f::

-::

(CH) stiff

--.-

Cont 2

1. 50

15.0

Greenish gray sandy clay

(cR)

v/stiff

Cont 3

3.00

17.0

8.0:

Greenish gray sandy clay

-::

Bottomed

nodules

clay

(CH) to

(CH

~ray

v/stiff

trace

above

tan

calcium

sandy

at 15.2

Cont 4

3.00

f::

Water 4.0

f::

-::

f::

t=-

t=-f-

-::

-;-

-::

---

b<D

::-

I-

I-~

....:

f="

J:-

f::

ENG FORM 1836 (EM

1110.1.1801)

PREVIOUS EDITION

MAY BE USED

, MAR 61

TRANSLUCENT

UNTIL EXHAUSTED.

'ROJECT

NASA Channel

MOLE

lo.3ST-9

, 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).

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.

l~ CL,~R

LA"'''

It4v!:sT

CHl'lf.I\"\roL

DIUPC:-IIHT

lJEl'T)) OR

SAlIPU

my Of

NO.

1«1.

SAMPU

IJJIOIlA

TORY

ClASSIFICATION

GRAVEL

SAND

FINES

An[RBERG

SPEClflC

UMITS

GRAVITY

lv'll .

''lo\-

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

.....

-t.

1-- .

-.-

--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'(

lBSiCU FT , I : I

. --_ ..

.. +---+--+--+---

PERMEABIlITY

COftSOlJOATION DATA

crt

iSQ

fTT'SQ"

iSQ"

[)[GIlfiS

.- .... -. ---- -.-- f---.-f-------+-- --

----~

.-f---- --I---+--c--- .... -- .. --.--------1

f----r--+---r~~-.

--+--+------~

._._.-

- --- .. f--+---f--+--'-f--l-+------l

---- --

-+~-+--

-, -

-__j--r-------1

- -_

.--

....

- ..

--1-+---1----_._----

IS,U

-.---.-.--- ,-f.--- --- --+---+---\-+--4-

-+--+----1---+--t--+----I-----.J~-----1

f----r40"'-I:"'~-__+_n-

.5-::::-+-ll-

.3.!L

L...(5.Qj.oo~,;"'_'.'f_r'0~T"'.,.,+_f--~=

2!-:~ -L;;'ii2-~=-{yO"f~

';J;;;tJ.~

ruT~

Strjt= __

_ . __

~-=~

.. -.-

--- ---- ---+---+---1----1-------1

~.I

--1---.

~..

___ +_.__

. -f-- .... -- - ----- L___ 1-=-

~_-=~. ~_

~-= :~

f.---

=~:-=_~_~_

_I--_=~

_-=_- ..

-_-_t-_-_-_-t~--+==.~=~-+;=~-_t_----+-====----__j

-=----~---=

~~~-----------

.. . -

...j.:.~=.----=- ~.~-+------I-...

...111

I,~·

.-::. .1 = :

.~, ~~~

.:.-; -

~_.- =-~

.. ' --t

------

---_.

-- ---_._

.. +

... .

........ll..

It iii !f: _ ' . j' --

j - .-- ...... ..-._- ..•....... -. _

•.. -_'- -- ..-.----

•....

----f----

...

- -

-. --- -, ---. -- -.- .. --

I--+--

- -

.- -

-- ..

t i-

-i .........._- ___

--j_t----~----j

* Values at Pressure

SQ FT

Triaxial Compression

U C

- Unconfined Compression

os -

Direct Shear

U U - Unconsolidated Undrained

Consolidated

Drained

CU - Consolidated Undrained

'(YI

:so

o(e

.".~

----

5&"'''

ISgg'3

&2o.,Q

2-\'S&o.e

aswblG

1110'

'000

III

I-

100