Project No. 03-859-026

Client:

United States Army Corps of Engineers

Project: Matagorda

Ship Channel; Contract No. DACW64-03-D-0008; Delivery Order No. 0026

Boring

Sample

Sample

Water

Liquid

Plastic

Plas!.

Finer than

Depth

Soil Description

uses

Content

#200 Sieve

No.

Number

(It)

(%)

Limit

Limit

Index

(%)

04-188

2

5-6.5

Light gray and tan POORLY GRADED SAND with SilT' traces of shell

SP

18.9

3

10-11.5

Light gray .and tan WEll GRADED SAND with shells

SW

15.5

NV

NP

NP

2.4

5

20-21.5

Grav

SilTY SAND

SM

22.0

6

25-26.5

Grav

and light gray WEll GRADED SAND with GRAVEL

SW

9.7

1.9

04-189

3

10-11.5

Gray SilTY SAND

SM

24.2

5

20-21.5

Gray and IighLgray SilTY SAND; mostly shell

SM

15.4

8

35-36.5

Grav

and lioht

orav

POORLY GRADED SAND with GRAVEL

SP

14.0

NV

NP

NP

1.4

04-190

2

5-6.5

Gray and tan SilTY SAND

SM

19.0

4

15-16.5

Gray WEll GRADED SAND with GRAVEL

SW

19.9

NV

NP

NP

2.4

6

25-26.5

Gray SilTY SAND with shells

SM

24.7

04-191

3

10-11.5

Tan SilTY SAND with shells

SM

22.5

4

15-16.5

Tan POORLY GRADED SAND

SP

17.9

1.0

5

20-21.5

Lioht

orav

and

orav

SilTY SAND with shells

SM

23.7

04-192

1

0-1.5

Tan SANDY SilT with GRAVEL

Ml

1.7

3

10-11.5

Gray POORLY GRADED SAND' traces of shells

SP

20.6

2.7

6

25-26.5

Gray POORLY GRADED SAND

SP

24.1

3.2

04-193

2

5-6.5

Grav

SilTY SAND

SM

26.8

6

25-26.5

Gray WEll GRADED SAND with GRAVEL and SHEllS

SW

11.8

3.3

04-194

3

10-11.5

Grav

POORLY GRADED SAND with SilT' traces of shell

SP-SM

29.2

NV

NP

NP

9.2

5

20-21.5

Grav

POORLY GRADED SAND with SilT

SP-SM

22.8

7

30-31.5

Gray POORLY GRADED SAND with SilT

SP-SM

20.9

04-195

2

5-6.5

Gray POORLY GRADED SAND

SP

26.6

NV

NP

NP

3.0

4

15-16.5

Gray SilTY SAND

SM

25.7

6

25-26.5

Gray POORLY GRADED SAND with SilT

SP-SM

21.7

04-196

4

15-16.5

Grav

SilTY SAND

SM

21.1

7

30-31.5

Grav

SilTY SAND;

clav

Dockets and traces of shells

SM

20.0

9

40-41.5

Grav

SANDY SilT' traces of shells

Ml

26.9

04-197

2

5-6.5

Gray SILTY SAND; traces of shells

SM

26.4

NV

NP

NP

14.9

4

15-16.5

Gray SilTY SAND

SM

21.3

7

30-31.5

Grav

SilTY SAND

SM

19.9

04-198

2

5-6.5

Gray SilTY SAND

SM

23.6

47.5

3

10-11.5

Gray SilTY SAND; traces of shells

SM

18.4

Our letters and reports are for the exclusive use ofthe CLIENT. Tllis document shall not be

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10

1

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GRAIN SIZE - mm

% GRAVEL

% SAND

% FINES

%+3"

CRS.

FINE

CRS.

MEDIUM

FINE

SILT

1

CLAY

0

0.0

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21.1

14.3

30.3

31.9

2.4

SOIL DATA

SYMBOL

SOURCE

SAMPLE

DEPTH

OESCRIPTION

USCS

NO.

(ft.)

0

04-188

3

10-11.5

Light gray and tan WELL GRADED SAND with shells

SW

Particle Size Analysis (ASTM D 422)

Client: United States Army Corps of Engineers

Tolunay-Wong

Project: Matagorda Ship Channel; Contract No. DACW64-03-D-0008; Delivery

Order No. 0026

Engineers, Inc.

Project No.:

03-859-026

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