U.S. ARMY CORPS

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LOCATION / STATION

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DATEITIME STARTED

06/15/'ltJ

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6.'

30

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DATE/TIME COMPLETED

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TIDE ELEVATION

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WATER DEPTH

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BORING NO.

90-30

DATE: BEGIN

06/15/'lO

COMPLETE

06/15/90

I

JOB NO.

146-401-

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Project

VICTORIA SHIP CHANNEL. TEXAS

SUMMARY OF

LABORATORY TEST

RESULTS

Boring No.

SPT

Dry

Wet

Depth

PP

Blows

Visual

USC

Mc

Unit

Unit

LL

S#

(tt)

(tsf)

per

Classification

(0/0)

WI

WI

(0/0)

Foot

.

(pcl)

(pct)

1

0- 2

Dark gray.

SANDY CLAY. very soft. with shell

CL

46.4

fraoments

2

20)

Dark gray. SANDY CLAY. very soft. with shell

fraoments

CL

44.1

3

4 - 6

1.50

Gray & green (olive). CLAY. stiff. with calcareous

CH

35.2

nodules.

and shell fragments slickensided

4

6 - 8

1.00

Gray & green (olive). CLAY. stiff. with calcareous

CH

29.0

nodules and shell fraaments slickensided

5

8 -

10

1.25

Gray & green (olive). CLAY. stiff. with calcareous

CH

28.2

97.6

125.2

nodules and shell fraoments. slickensided

6

10 . 12

1.00

Gray & green (olive).' CLAY. stiff. with calcareous

CH

28.4

nodules

and shell layers.

7

12 - 14

Gray and green(olive). CLAY. ,stiff. with shell laye

CH

22.3

8

14 - 16