---

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Project

Disposal Areas Nos

.

2 and

4 lor

Brownsville

Ship Channel

SUMMARY OF

LABORATORY TEST

RESULTS

Brownsville. Texas

Contract

No

.

DACW64

-

92-D-000t

Delivery

order

No

.

0008

Boring

No

.

SPT

Dry

Wet

Depth

PP

Blows

Visual

USC

Me

Unit

Unit

LL

S#

(It)

(tsl)

per

Classification

(%)

WI

WI

("!o)

Foot

(pel)

(pel)

I

0

.

5

-

2

I

I

I

-

Gray,Sand

,

Very

loose,Silty

SM

1 2.

2

2

.

5

-

4

2

Gray,Sand,Very

loose,Silty

SM

3

4

.

5-6

2

Gray,Sand,Very

loose,Silty

SM

4

6

-

8

1.

50

Gray,Clay

,

Stiff

CH

39

.

5

52

5

8.10

1.25

Gray.Clay,Stiff

CH 39

.

7

....

S #

:

Sample

Number, P P

:

Pocket Penetrometer Read1rlg. USC

:

Unified

SOil Classification. Me

:

MOisture Content

q

u

:

Unconfined

Compressive Strength

,

W

0

H

:

Weight of hammer, WOP: Weight of pipe

Geolest Engineering, Inc.

92-07

Mechanical Analysis

PL

%Pas~

('Y.

)

#4

#10

#40

.100