):
1
-u
m
~
OJ
Vi
s
ual
SUMMARY OF TEST
RESULTS
Galveston District, Corps of Engineers
Delivery Order
~o.
0016
Classification
Brazos Is
l
and Harbor
BrownsvilLe Ship Channel
-90-75
2J
8.5-10
Brown CLAY
wI
sand pockets
&
shell
fragments
-i/
-
CH
90-75
3J
13_5-15
Brown and
gray
fine
SAND
wI
clay pockets
~
.
SP
22
90-75
4J
18_5-20
Gray SANDY CLAY
wI
cl and
sa
pckts
&
shell
frags
CL
90-75
5J
23.5
-
25
Brown CLAY
wi
S1
pockets
&shell fragments
CH
......
27
90
-
75
6Q
25-27
Soft gray and brown CLAY wIfe stns and
si
&
sa
pckts
CH
.
33
90-75
7Q
27
-
29
Firm
brown CLAY wlsi pclc.ts,
sacl
sms
&
fe
stns
CH
32
90-75
8J
3_5-35
Gray CLAY
wI
silt
pockets &
silty
clay
seams
CH
-
90-75
9Q
35-37
Stiff brown SILTY CLAY
w/sa
sms
&fe stns
CL
29
90-75
10J
43_5-45
Brown
fine
SAND
wI
clay pockets
5)R.~
SP
90-75
11J
48
_
5-50
Brown CLAY
CH
69
h
90-76
1Q
3-5
ttl
~
brown
CLAY
wI
silt
pockets
CL
24
90-76
2Q
5-7
Brown SILTY CLAY
wi
si
pckts, cl
sms
&
fe
stns
CL
22
90-76
3Q
I 7-9
Stiff brown CLAY
wI
fe
stns &
si
pckts
CH
33
90-76
4Q
9-11
Very
stiff
brown CLAY wi ferrous nodules
CH
38
90-76
5J
11-13
Stiff
brown CLAY w/silty
sand
pckts
&shell
frags
CH
90-76
6J
13.5-15
Brown
CLAY
wI
ferrous deposits
CH
90-76
7J
15-17
Brown fine
SANOY SILT
wI
clay
pockets
M~
27
90-76
8J
19-20_5
Brown CLAYEY
SILT
wi cLay pockets
ML
90-76
9J
24-25
Brown CLAY
CH
28
90-76
10a
26
-
28
Stiff brown CLAY
wI
ferrous
stns &silt
pckts
CL
31
90-76
11
28-30
Olive gray fine SILT wI free water
'
ML
27
90-76
12J
33_5
-
35
Olive
gray
CLAY
wI
silt
po
cke
ts
CH
90-76
13Q
36-38
t
~
~brown
CLAY
wI
si
parts
&
pd
::
ts and
shell
frags
CH
30
90-76
14Q
38-40
Very stiff
brown CLAY
wI
silt
part
s
&
ferrous stns
CH
31
./
II
PL
PI
•
100
88
34
c,("
60
100
98
93
0_3
33
100
99
88
48
23
100
99
99
0
_
6
0_5
64
32
100
2_0
100
80
49
27
100
99
99
56
31
0_6
(
I .
2
'--
b
'"
I
.
0
b
"-
'"
b
O.
8
b
(J)
(J)
W
0:::
O.
6
~
(J)
0:::
0
(
~
..:
O
.
4
w
>
0
0
W
N
-'
O.
..:
:L
0:::
0
2
U
Z
O
.
U
0.0
~
<-""
~
J
~
V
J
1J
DEPTH
FA
