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

I

i~

---

Particle Size Analysis

(ASTM

D 422)

.s

.s

_s

.s

~

.s

.s

.s

0

0

0

g

~

~

~

~

~

0

n

N

~

~

-

n

~

"

~ ~

;; ;;

'I

I

100

,

,

,

,

,

,

,

,

,

,

,

,

,

,

,

,

~

....

,

,

,

,

,

,

,

,

,

,

,

,

i'-,

,

,

,

,

,

,

,

,

,

,

,

,

,

90

,

,

,

,

,

I:

,

"~

,

,

,

,

,

I:

,

,

,

,

,

,

,

,

,

,

,

I:

,

,

,

,

,

,

,

,

,

,

,

I:

,

K

,

,

,

,

, ,

,

II:

,

,

,

,

80

,

,

,

,

, I:

,

II:

,

,

,

,

,

,

I:

,

,

,

,

,

,

,

,

,

,

,

I:

,

,

,

,

,

,

,

I:

,

, I:

,

II:

,

,

,

,

,

70

,

,

,

,

,

,

,

,

,

,

,

I:

,

,

I:

,

,

,

,

,

,

,

,

I:

,

,

,

,

,

,

,

,

,

I:

,

,

,

,

,

,

,

,

,

,

I:

,

,

,

,

,

0::

,

,

,

,

,

,

,

,

,

,

,

,

W

60

,

,

,

,

, I:

,

,

,

,

,

,

,

z

,

, , ,

,

I:

,

,

,

,

,

,

,

u:::

,

,

,

,

,

I:

,

,

,

,

,

,

,

I:

,

,

,

I:

,

,

,

,

,

,

f-

,

,

,

, ,

,

,

,

, ,

,

Z

50

W

,

,

,

,

,

,

,

,

,

,

,

,

0

,

,

,

,

,

,

,

,

,

,

,

,

0::

,

,

,

,

,

,

,

,

,

,

,

,

W

40

,

,

,

,

,

,

,

,

,

,

,

,

n.

,

,

,

,

, ,

,

,

,

,

,

,

,

,

,

,

,

,

,

,

,

,

,

,

30

,

,

,

,

,

,

,

,

,

,

,

,

,

,

,

,

,

:1

,

,

,

,

,

,

20

,

,

,

,

,

,

\1

,

,

,

,

,

,

:

.:1

,

,

,

,

,

,

,

:1

,

10

,

,

,

,

,

,

,

I:

,

,

,

,

,

,

,

,

I:

,

,

,

,

,

,

,

0

,

,

,

,

,

,

,

20

100

10

1

0.1

0.01

~

0.001

GRAIN SIZE - mm

% GRAVEL

% SAND

% FINES

%+3"

CRS.

FINE

CRS.

MEDIUM

FINE

SILT

I

CLAY

0

0.0

0.0

4.0

5.0

9.1

79.2

2.7

.1

SOIL DATA

SYMBOL

SOURCE

SAMPLE

DEPTH

DESCRIPTION

uses

NO.

(ft.)

0

04-192

3

10-11.5

Gray

POORLY GRADED SAND; traces of shells

SP

Particle Size Analysis (ASTM D 422)

Client: United States Anny 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

---

I

I

,

I

,

-1

. i

. i

i

0::

W

Z

LL

I-

Z

o

0::

W

W

D-

I

Particle Size Analysis (ASTM D 422)

.5 ...

E

.5.5~.5i~~

...

~

N"' ....

to

~;!~

<0

"'N~

.... ",

.... <'>;>I;

""~"""*'*""*

1 1

I

I

60

I

1 : :::

L

, , ,

", "" , ,

I

J

I' II: ""':

",1\' , , I I I I I III I I I I I

I

II:

I

I

I

I

I

I

I

I

I

I

I

I

I

I:

I

I

II

I

I

I'

I

I

I

II

I

I

II

I

I

II

.1

I

II

50,

I

I

I

I

I

I

I

I

III

I

I

I

I

I

I

I

I

1

I

I

I

III

I

I

I

I

I

I

J

I

I

I

I

I

III

I

I

I

I

100

1: I:

::::: I:

1:1 : :::

I I I I I

III I I I I I I

I

I

Ii

I

I

I

1

I

I:

I

I

I

I

I

I

I: I: ::::: I:

:

~

: ::: II I I I IIIII1 I I I I

901

I

II

I

[I

I

I

I

I

I

I

I

I

I

I:

I

I

I

I

I

I

I

I

I

I

I

I: I: ::: ::

:: 1\: ::! I I I I I IIII11 I I I I

8°1

I

I

I

I

I

I

I

I

I

1

~

I

I

I

I

I:

I

I

I

I

I

I

I

1:1

I

I: I[ :: I:

!

I:

!!!: :1 : I I I I I 111I I I 1 I) I

7°1

I

I:

I

I

I:

I

I:

I

I

I

I

.:1

I

: I: ::: ::

:::: :1 :

I

I:

I

I

I

I

I

1

I

I

I

1:1

I

I

II

I I I I I

I

,

,I ,I ,

40

:

: ::::::

:::: :

d I I I I I III I I I I I I I

I

I

I

I

I

I

I

I

I

I

I

I

I

1

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I

I