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Project

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Brownsville, Texas

SUMMARY OF

LABORATORY

TEST RESULTS

Contract

No. DACW64-92-D-000I

Delivery

order

No.

0008

Boring

No.

SPT

Dry

Wet

Depth

PP

Blows

Visual

USC Me

Unit

Unit

LL

S#

(It )

(ts

I)

per

Classification

("10 )

WI

WI

( "10)

Foot

ili!l.

_~e!l.

1

0.5-2

1-12"

'

Gray,Sand,Very

loose,SlIty

SM

1

2

2.5-4

2

Gray,Sand,Very

loose

,Si

lty

SM

3

4.5-6

3

Gray,Sand,Very

100se,Siity

SM

4

6

.

5-8

3

Gray,Sand,Very

loo

s

e

,Si

lty

SM

5

8

-

10

0.25

Gray

.Cla

y

,soft,Sandy

.

w

/sa

nd pocket

s

CL

30.5

90.9

118.6

44

6

10.5-12

5

Gray,

Sand,

Loose,

Silty

SM

7

13

.

5

-

15

5

Gray,Sand.Loose.Silty

SM

....

S

#

:

S

a

mple

Number,

P P

:

Pocket Penetrometer Reading

,

USC: Unll,ed

SOil ClassIfication,

Me:

MOisture

Content

q u

:

Unconlined Compressive

Strength, W 0 H

:

Weight 01

hammer,

WOP

:

Weight 01 pipe

Geotest

Engineering

,

Inc.

92-24

Mechanical

Analysis

PL

"10

Passing

( "10)

#4