---

,.-..

SUMMARY OF

TEST RESULTS

Galveston District, Corps of Engineers

Delivery Order No. 0016

Brazos

Island

Harbor

Brownsville Ship Channel

:~~

:~;

~;~~e

==_

n

_============:~~~~=:~~~~~~~:~:~~================_

===::::== ==:::=1:::::=

=::==-=::====:~==j=:=:~::~~:~~~::~~~:~=~r:

l

:~i:!

,

9(;-66

10

3-5

~~

irm

brown CLAY

wI

S1

l

t

pc~ts

& ferrous nods

CH

28

O.5

~W

90-66

2Q

5-7

~~

bro";

and

-

gray SILTY CLAY

w/ sisa

PCkts

~(

CL

'

29

95

32

19

100 94

n

0_5

':2!6

td

'

90-66

3J

7.5-9

\Xi

nn

brown

CLAY

wI

si~t

pckts & ferrous nods

CH

28

S~

r

j'

90-66

4J

12.5-14

Sample

Not

"

Received

in

lab

90-66

SJ

17.5-19

W

i'rm

brown CLAY

wi

few

fe

.

stns, sa &

sf pckts

CH

35

100 97 91

90-66

6J

22.5-24

Soft brown and gray CLAY

w/ silt pockets

CH

48

90-66

7Q

26-28

Firm brown CLAY

.

wl

silt seams

CL

34

42

90-66

8Q

28-30

Sa~le

Not Received in Lab

--

90-67

1Q

3-5

~

~~~

rown

and

gray CLAY

wI

S1 pckts &fe nods

90-67

2Q

5-7

}

~

~~

brown and gray CLAY

wi

silt pockets

90-67

3Q

7-9

Firm

brown and gray CLAY

wi

vert si

sms &

fe

stns

CH

33

CH

34

88

52

19

100

97

91

0.7

CH

28

.---

1

90-67

4J

9-10

.

5

Brown CLAYEY

SAND

wI

clay

pockets

~t7>e..

§r.

v"

100

73

25

90-67

5Q

14-16

Fi'rm brown CLAY

wI

silt

pockets

CH

34

61

90-67

6Q

16-18

Stiff

olive gray SANDY SILT

wi

clay pockets