"OLE NO

.

3ST-ll

1. PROJECT

LSHEET

DEPARTMENT

DF

THE

ARMY

Of

Southwestern

NASA Channel Clear Creek

DIVISIOII

2. LOCATION (Coora .... ' .. or

:t ... , .... )

IISTALLATIO.

Galv

Dist~ ~n~ Dj~

Tide 2.5

@

13: 15 hrs

DRILLING

LOG

3' ORILLING AGENCY

"

U,

~

Ar,

r.orns of Eng;'nppr

U. HOLE NO. (AG,.n..,.. on or•••n, cu •• __ r".

II",)

5.

NAME

Of DRILLER

3ST-ll

Rl"~k

6.

DIRECTION OF HOLE

/'

7' TH leKNESS

18' DEPTH

19' TOTAL

c:J VERT ICAl

c::J INCLINED

~~:~;~:lWIT'

OF OVER""

OR I LLEO

DE PTH or

BuRDEN

I NTO ROCK

HOLE

17.5

10. S lIE AND TYPE OF BIT

11. DATUM FOR ELEVATION SHOWN

112'

MANUFACTURER'S OESIGNAT ION Of DRILL

She lbv '1',.be - 1"

(TBM

rw

MSL)

13' TOTAL NO. OF OVER8UROEN SAMPLES TAKEN

U. TOTAL

\15' ELEV.

16 •

A

HOL

o

S UR8EO

2 .Tars

u••" ••••,"

2 r.ont

I

:gXE~ORE

GROUND

I

Sl

~'l£O

I COMPLETED

WATER

.T"np

7 .T"np 1

q,,?

17. £LEV. TOP OF HOLE

18' TOTAL CORE RECOVERY FOR

19. SIGNATURE OF INSPECTOR

80RING (ll)

£LEV AT 10

DEPTH

LEGEN

CLASSIFICATION OF MATERIALS

:E~~.':

I

~~~~~E

(DrJ111 ..,

Ii"..,

••

te,

I .... tI.,.tll

.,

(D••

er

ipl iOll)

ERY

NO,

•••'herln" ••te .•

If

.""Hle...')

0.0

4.0 -

/.

~~.

Water

-

,=

I

Jr,

-

4.0

r

f '

Gray mucky silty clay v/soft

-

1O.\L

=-

=

3" ST penetrated, to 10' w/weig t

-

=

of

ke~ly

and 5' rod

Jar 1

=

10.0

13.0:

/0\,\,

Gray sticky silt clay

I-

~

-

/

3" ST penetrated under

~

-=

weight of 5' rod and kelly

Jar 2

-

.-

-_

.•...

~

13.0

15.0:

/2.-.£

Gray brown sandy clay

~

-=

w/small heavy cal nodules

~

_.

-

v/stiff

Cont. 1

2.00

=

15.0

17.5.:

Gray brown clay v/stiff

=

:

G~

,<t.

2

Cont.

2

2.50

=-

-

=

--:

Bottomed in above at 17.5

=-

:

-

Water 4.0

=-

--:

::-

=-

:

::::

-=

-

:

=-

c-

-

f::

--:

I--

r-

-

I-

l-

-=

:

-

=-

::::

-

-

=-

--:

-

=

--:

q,il)

::::

=-

-=

:

-

=-

--:

-=

:

II

~

=-

-

-

:

~

C:::.

~

i'~G

FORM 1836

(EM

1110-1~lBOl)

PREVIOUS EDITION MAY BE USED

\

'4,.AR 61

TRANSLUCENT

UNTIL .EXHAUSTED.

PROJECT

NASA CHANNEL

HCU 10.

3ST-ll

---

.-.

NA

SA

CHAIJt-JE-l.

l~

CL,~R

LA"'''

It4v!:sT

OF

CHl'lf.I\"\roL

DIUPC:-IIHT

lJEl'T)) OR

-

SAlIPU

my Of

NO.

1«1.

SAMPU

IJJIOIlATORY

ClASSIFICATION

GRAVEL

SAND

FINES

I

I

I

-

An[RBERG

SPEClflC

UMITS

GRAVITY

o

''lo\-

II

lv'll .

G

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

I lSS'CU Fl

..... 1-- .

-t.

i

-.-

--I-

e

-.-

2;>,.).

LCr;,.41

f?tI5Tr

2.S.SI

J

4.Q --- -

f.;'Y;.6

._._---

SHEAR

OATA.

S,

TYPE

SPECIMEN

SIZE

%

TEST

INCHES

INITIAL

DRY O£HSIT'(

'I

W,

i

W

F

e

lBSiCU FT

,

I

:

I

. --_..

~

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

PERMEABIlITY

COftSOlJOATION DATA

e

d-

m

crt

C

¢

m,

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-

0

'-

.3.!L

L...(5.Qj.oo~,;"'_'.'f_r'0~T"'.,.,+_f--~= 2!-:~ -L;;'ii2-~=-{yO"f~

q:

';J;;;tJ.~ ruT~

Strjt=__

_ .__

~-=~

..-.-

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

~.I

_

--1---.

~..

___+_.__

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

~_-=~. ~_

..

~-= :~

f.---

=~:-=_~_~_

,-

_I--_=~

_-=_-..

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

-=----~---= ~~~-----------

..

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

...111

i

I,~·

.-::..1 =:

.~,~~~

.:.-; -

~_.- =-~

..

' --t

------

---_.

-- ---_._

.

..+

-

......

i

........ll..

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

j - .-- ...... ..-._-..•....... -. _

•..-_'- -- ..-.----

•....

~

----f----

...

- -

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

I--+--

~-

--

.- -

-- ..

i

+-

t i-

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

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

*

Values at Pressure

TI

SQ FT

-

Triaxial Compression

UC

- Unconfined Compression

os -

Direct Shear

UU- Unconsolidated Undrained

- Consolidated Drained

CU - Consolidated Undrained

---

4:;j

I

,I

,I

,,I

I

,I

I

I

I

,I

,

,

I

[

.

•

«;t

~:.;

~:~~-

~:;t

~::.j

51'1DGL Report No. 7919

TABLE NO.1 (Contrd)

Results of Tests of Foundation Materials

Natural Conditions

SWD

Type

Mechanical J!"Water

Dry

Hole

Sal1!Ple

Depth,

of

Analysis

Limits Content

Density

Pocket

Penetrometer,

tsf

~,

-":

"',',..

NASA Clear Lake Channel

Classification

+

No.

Feet

Sal1!P1e

Gr Sa Fi

LL

IT

~

Lbs/cu.fL

3iIT-l0 S-12881

3.3 -

4.0

Jar.

6"'''v'bCh1lc,...) C;'\ vlS,1t ,18.wft'i

s

f

Dk.gray CLAYtCL).

,

8-12882

4.0 -

6.5

8T

(j,,~'1 ()~~('-~

38.3

,C1

95

0.5

Dk"gra

y

CLA,

Y CH), medium consistency.

5-12883

6.5 -

9.Q...__..

~,,

__

Q:~e

71)

~

64 16

3~.~

')

f

82

0.75

Dk.gray CLAY(CH), medium conSistency.

5-12884

9.0 - 11.5

5T

ct,,,k5

t~5l<..t\)

60 14

1Y. 1/1

105

1.25

Brown~sh-yello\f

and gray CLAY(CH), stiff.

• 8-12885

11.5 - 14.0

5T

2"

~!'ri,'

30.3'