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Brown fine SAND
SUMMARY OF TEST RESULTS
Galveston District, Corps of Engineers
Delivery
Order No
.
0016
Brazos Island Harbor
5rownsville Ship Channel
90-72
90-72
90-72
1J
2J
0-2
3-5
3J
6-10
_
+-=8
.;.
r"",,
=
fine
SAND
wI
clay pockets
Brown CLAYEY SAND
.
SP
SP
100
89
20
I
--
~~
-
I
------
I
-----
I
-------
I
----
I
------------
'
~
I
-----
I
--
SC
"
18
90-72
4Q
13-15
Firm brown CLAY w/silt partings &sand seams
90-72
5J
15-17
8rown fine SAND w/ clay pockets
~
De.........
90-72
6J
18_5-20
Gray
and
brown fine SAND
w/
si
't
M./
c>
90-72
7J
23.5-25
Gray SAND w/ clay pockets
!vi D
-'-.:...;,::_
+
....c.:.__
_
I-'~-=-
__
I
.....:.:.
"-'-=
....:::.....:
--
_ _
--
90-72
8J
28.5-30
Brown CLAY
wI
S1 pckts &
sf
cl sms
90-72
9Q
30-32
Stiff CLAY slickensided
wI
sandy
silt
seams
90-72
10J
33.5-35
Brown CLAY
wI
sandy
clay pockets
90-72
11Q
35-37
Stiff brown and ol gray CLAY w/silty clay pckts
90-72
12Q
37-39
Firm brown CLAY w/ silt pockets
90-72
130
39-41
Stiff brown CLAY w/
silt
pockets
90-72
14Q
41-43
Soft brown CLAY
wi
silty clay
seams
90-72
1SQ
43-45
Stiff brown CLAY
wI
silty
clay seams
90-72
16Q
45-47
Stiff brown CLAY
wI
fe stns
&
si pckts
90-72
17Q
47-49
Sample Not Received in Lab
CH
46
SP
?'
~
-1
SP
CH
34
CH
41
CH
CH
CH
CH
CH
CH
CH
48
33
37
29
35
31
22
78
82
89
68
29
100 99 94 84
0.7
100
77-
Jf>-.--
_______
..k7><-
4
__
1
___
1
____
_
100 98 77
62
30
55
100 99 98
68
100
99
99
.2
'-
'"
\::)
.0
\::)
"-
'"
\::)
I
0
.
8
\::)
(f)
(f)
W
0::
o.
6
f-
(f)
!Y
0
(
f-
«
o.
4
>
w
0
0
W
N
~
-l
o
.
2
«
L
0::
0
Z
o.
'=-eJ
~~
if
0.0
DEPTH
FAILURE
CURVE
BORING
--'ITL
STRAIN
(%)
€lee
90-72
15.0
