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Project

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Brownsville. Texas

SUMMARY OF LABORATORY

TEST

RESULTS

Contract No

.

DACW64.92-D-OOOI

Delivery order

No

.

0008

Boring No.

SPT

Dry

Wet

Depth

PP

Blows

Visual

USC

Me

Unit

Unit

LL

S.

(

It)

(tsl)

per

Classif

i

cation

("!o)

WI

WI

(

0/0)

Foot

(pel)

(pel)

1

0.5-2

1-12"1

Gray,Sand,Very

100se,Siity

SM

1

2

2

.

5-4

2

Gray,Sand,Very

loose,Silty

SM

3

4.5-6

2

Gray,Sand

,

Very

looSB

,

Silty

SM

4

6-8

0

.

25

Gray

,

Clay

,

Soft, Sandy

,

w

/

sand

pockets

CL

34

.

3

86.3

115.9

34

5

8-10

0

.

25

Gray,Clay,Soft

,

w

/

sand

pockets

CH

44

.

6

....

s •

:

Sample Number,

P P

:

Pocket Penetrometer Reading

.

USC

:

Umfled

5011

Classification, Me: MOisture Content

q u

:

Unconlined

Compressive Strength,

W 0 H

:

Weight

of

hammer, WOP

:

Weight

of

pipe

Geotest Engineering, Inc.

Mechanical

Analysis

PL

0/0

Passlnq

(0/0)

14

#10

#40

#100

100.0

100,0

99,8