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Project

:

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Brownsville

,

Texas

SUMMARY OF

LABORATORY

TEST

RESULTS

Contract No

.

DACW64-92.D-ooOl

Delivery order

No

.

0008

Boring No

.

SPT

Dry

Wet

Depth

PP

Blows

Visual

USC

Me

Unit

Unit

LL

S#

(ft)

(t sf)

per

Classification

(%)

Wt

Wt

(%)

FOOl

(pef)

(pef)

1

0.5-2

111

- Gray

,

Sand, Very

loose,Silty

SM

12.

2

2

.

5-4

2

Gray,Sand,

Very loose

,Si

lty

SM

3

4

.

5.6

3

Gray,Sand,Very

loose,Silty

SM

4

6

.

5-8

2

Gray

,

Sand, Very

loo

se,S

ilty

SM

5

8

.

5-10

3

Gray,Sand,Very loose,Silty

SM

6

13

.

5.15

4

Gray,Sand,loose,Silty

SM

..

S

#

:

Sample Number,

P P

:

Pocket Penetrometer Reading,

USC

:

Unlfted

SOil Classlftcatlon,

M

c :

MOisture Content

q u

:

Unconfined Compressive

Strength, W

0

H

:

Weight

of hammer,

WOP

:

Weight of pipe

Geotest Engineering,

Inc.

Mechanical Analysl.

PL

%

Passinq

(%)