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SUMMARY OF LABORATORY TEST RESULTS

Brownsville, Texas

Contract

No.

DACW64.92.D

-

000l

Delivery

order No.

0008

Boring No.

SPT

Dry

Wet

Depth

PP

Blows

Visual

USC

Mc

Unit

Unit

LL

S#

(tt)

(tst)

per

Classification

(%)

WI

WI

("!o)

Foot

(pct)

(pct)

1

0

.

5-2

t-12"

/

Gray,Sand,Very

loose,silty

SM

1

2

2

.

5-4

1

/

1

-

Gray

,Sand,Very

loose,silty

SM

12"

3

4.5-6

2

Gray,Sand

,

Very

loose

,

silty

SM

4

.

6-8

0

.

50

Brown,Clay,Medium

stiff.

w

/

shell

fragments

CH

32

.

7

5

8-10

0

.

75

Brown

,

Clay,Medium

stitt,w

/

silt

seams

CH

39

.

2

5 " :

Sample Number. P P

.

Pocket Penetrometer Reading

,

USC

.

Unified

5011 ClaSSification.

Me. MOisture

Content

q

u

:

Unconfined

Compre

s

sive Strength,

W

0

H

:

Weight

of

hammer,

WOP

:

Weight of pipe

Geotest Engineering. Inc

.

Mechanical Analysis

PL

0/0