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Brownsville, Texas

SUMMARY

O

F LAB

O

RAT

O

RY TEST RESULTS

Cont

r

act No

. D

ACW64

-

92-

D

-0001

Delivery

or

de

r

No

.

0008

Boring No.

SPT

D

ry

Wet

Depth

PP

Blows

Vis

u

al

USC

Me

Unit

Unit

LL

S.

(ft)

(tsf)

p

er

Classification

(%)

Wt

Wt

(%)

FOOl

..1J>cll

_

(pell.

1

0

-

2

2.50

Gray.Clay.Very stiff

.

w

/

silt

seams

CH

34.5

86.2

11

5.

9

2

2-4

0

.

75

Gray

.

C

l

ay.Medi

u

m

stiff

,w

I

silt

pockets

CH

35.6

5

4

3

4-6

t

.

50

Gray.Clay.Stiff

CH

44.8

72

4

6

-

8

1.00

Gray

.

C

l

ay.Stiff

CH

51.2

5

8

.

5

-

tO

2

Gray,Sand, Very loose,Silty

SM

....

S

#

:

Sample Number. P P :

P

ocket Penetrometer

R

eading. USC

:

Unified SOil C

l

aSSIficatIon. Me. MOIst

u

re Co

n

tent

q u

:

Unconfi

n

ed Compressive

Strengt

h

. W 0 H : Weight of hammer. WOP

:

Weight of pipe

G

lIalesl

E

ngineering