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"-_

S

UMMARY

OF

LAB

O

RAT

O

RY

TEST

RESULTS

B

r

ow

n

svi

ll

e. Texas

Contract No. DACW64

-

92

-

D

-

000

I

De

l

ivery o

rd

er No

.

0008

Bori

ng

No

.

SPT

D

ry

Wet

Depth

pp

B

l

o

ws

Vis

u

al

U

SC

Me

U

n

i

t

Unit

LL

S#

( ft)

(t sf

)

pe

r

Classification

(%

)

Wt

Wt

(%)

F

oot

(

p

et)

(pef)

1

0

-

2

1.50

Gray,Clay,Stiff ,w

l

shell

f

r

a

g

ments

CH 42

.2

7

8

.

3

111,3

64

2

2

-

4

1.50

G

r

ay,C

l

ay

,

Stiff,w

l

silt &

sa

nd

seams

CH

38

.

6

3

4

-

6

1.50

Gray,Clay,stiff,w

/

san

d

seams

& shell

fragments

C

H

29.0

50

4

6

.

5-8

5

Gray, sand

.

Loose

,

Si

lt

y

SM

5

8

-

10

0

.

50

Br

own

&

gray

,

Clay

,

Medium stiff,w

l

s

h

ell

frag

-

CH

47

.

1

52

ments

....

S"

:

Sample N

u

mber. P

P

: Pocket Penetrometer

R

eading

,

USC

:

Un

i

fied SOIl ClassIficatio

n

, M c

:

MO

i

stu

r

e Co

n

tent

q

u

:

U

n

oonfined Compressive Stre

n

gth, W 0 H

:

Weight of ha

m

me

r

.

WOP:

Weight of pipe

Ge

o

test

E

ngineering

,