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~

---

1

I

Particle Size Analysis (ASTM D 422)

s

...

.E

E.5~

.si

~~

~

~

~g~

g

§§:~

cD

<'>

N..-

.......,

....

'"

"*'

""

}j;

'It

3i'

'II>

'II<

'It

'II<

:

I:

If-

I I

I I

I

: : ::::::

II:

I

:--

:

:

I

I

I

I

I

I

I

I

I

I

I

I

90

1

' , , ",

II;"

, :

'I

I

I

I

I

I

I

II I I I

I

: ' ::::::

II""

':

I 1111 I I I I

I

I

I

I

I

III

I

I. I

I

I

I

II I I I I

I

III:

I

I I I

80

I

I

Ii I I I::

II

"

I

,

:

::

"'1

,

I

I I I I I

1111 I I I I

I

,

,

I

I

:

I

I

I

I

L

: : ,:::,:

'

T ,

70'

,

, ",,:'

",,'

,," ""

",,

, ",,:'

,," Ii ,

, ,

",,' ,,' , Ii ,

, , ",,"

,,' , " , I I I I

100

, , ",,:'

,,' , " ,

I I III I

, , , ,,'

':1 : ' :1 '

I I

,

::1 ' : : :

"1

no:

w

60

I

I

II

,

,

-

Z

~

:

I

:

"

::::::

I I I I

, I:

::"

II

,I

"

II I

I

111111 I I I

I

Z 50

' , , ",

,:, ' ",

I

.--

I

I

I

I

I

1

I

I

I

I

I

I

w ' , ,

, ,I' ",

()

no:

,

:

, ,""

,

,

",

: ::::::

::'" I I 1111 I I I I I

w

40' , ,:

I: ""

,,"

,

1

0.. ' , , ",

I,

,,"

,

I I I:

I:

I I

Ii

I

I

I

I

I

I

: ' ,,:" I,

,,:' , ,

"

1 ' " ", ,,' , ,

"I I I

30

.1'

,

,

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

I

I

I

I

I

I

I

I

: : ::::::

::' , , , I I I 1111 I I I I I I

20' , ,:""

) I I I

,,'

I I I I

,

1

,

I

,

I

I

I

I

,

,

,

, I I I I

I

1111 I

I I

I

I

..,

I

II

I

I

I

1

III

I

I

I

I

I

I

I

I

I:

I

I

I

I

1:1

I

I

I

I

I

I

I

I: I: :::: 1:1:

:::: : :1 I I I I I IIII I I I I I I

10,

I

II

I