"0
m
S
CD
SUMMARY OF
TEST RESULTS
Galveston District, Corps
of
Engineers
Delivery Order No. 0016
Brazos Island Harbor
Brownsville Ship Channel
::::::=1=::::::
===:~~~~==. ===============:~~~~~=:~~~~~~~:~:~:~==================== ::::'F===:::'=:::::'F=::==-=::==-=:~==Jl:=:~::l~:~~~::~~~:~==l.~;~;:-~;~::
90-77
1Q
3-5
Stiff
brown CLAY
wI
silt
pckts
&
ferrous
stns
eH
36
90-77
2Q
5-7
MfJ.
I'iTm-
brown CLAY w/
few
si pckts
&
fe
stns
CH
36
85
66
27
100
0
.
7
0
.
5
90-77
3Q
7-9
Stiff brown CLAY
wi
silt pckts &
ferrous nods
eH
34
90-77
90-77
90-77
90-77
90-77
90-77
90-77
90-77
90-77
90-77
90-77
90-77
90-77
90-77
90-77
90-77
9
0
-77
4Q
5Q
6J
sa
9Q
10Q
IIQ
12Q
13Q
I
14Q
15Q
16Q
17Q
18J
19J
20J
21J
9-11
11-12.8
12.8-13
15-17
\7-19
19-21
21-23
23-25
25-27
27-29
29-31
31-33
33-35
35-37
37-38.5
42-43.5
47.5-49
Stiff brown CLAY
wi
silt
pvckets, calc
&fe
nodules
eH
34
Firm brown CLAY wI
silt
pckts,
sa
pckts
&
fe
st
:..:
ns
=-_
=
rCH
"--t-
_
;
3
",-
9
Brown
fine SANOY SILT
ML
Stiff brown CLAY
wI
S1 sms &
pckts and fe
stns
CH
:S
~'
r,5live
gray
SANOY CLAY w/clay pockets
and
partings
CL
Finm brown CLAY
wI
silt
pckts &
ferrous stns
eH
Stiff brown CLAY
wI
silt
pckts &
ferrous
nods
eH
Stiff olive gray CLAY
wI
ferrous stains
eH
Stiff brown CLAY
wI
ferrous nodules
eH
Firm brown and ot gray CLAY
wI
silt pckts
&ferrous nods CH
Stiff brown CLAY
wI
ferrous nods &
silt
pckts
CH
Stiff brown CLAY
wI
ferrous stns &silt
pckts
Stiff brown CLAY
wI
sicL
&
S1 sms
OLive gray fine SILTY SAND wlfree water
Olive gray fine SANDY
SILT
w/free water
OLive gray fine SILTY SAND w/free water
Olive gray CLAY wIfe
stains
and shell
frags
CH
CH
SM
ML
SM
CH
32
35
31
34
27
36
34
28
29
32
74
100
69
54
100
98
89
0.4
--
91
57
25
100
99
99
99
1.2
58
100
100
89
4-
~
b
'"
b
"-
'"
b
b
(J)
(J)
w
0::
f-
(J)
0::
0
f-
«
>
w
0
0
W
N
--'
«
L
0::
0
z
I
.
2
1.0
0.8
0.6
0.4
DEPTH
FAILURE
FAILURE
CURVE
BORING
--1EIL
STRAIN (%)
STRESS (KSFl
eee
9
0
-77
7.0
5.6
1.3
