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TABLE 1
RESULTS
OF
TESTS OF DISTURBED AND UNDISTURBED
SOIL SAMPLES
NOTE:
•
ALL
SOIL
SAMPLES
THAT
DO
NOT
HAVE
COMPLETE
LABORATORY
TEST
DATA
~ERE
VISUALLY CLASSIFIED ONLY.
SUOED'GL
REPORT
NO.
15653
BRAZOS
ISLAND. HOUSTON.
GALVESTON
NAVIGATI
ON
S
TU
DY PROJECT
BORING NO.
S\JO NO
.
flO NO. DEPTH,
FT
GR
SA
fI
II
Pl
PI
lS
Ye,
%
PCF
MAJOR TESTS
DESCRIPTION
OF MATERIAL
SHEAR
~HITE
CHALK
LIKE
MATERIAL,
IRON OXIDE
STAINS,
SA
N
D P
O
C
K
ETS
THROUGHOUT,
STIFF
TO HARD,
PENE
= 1.5'4.5.
92
143
92/3583 ST
.19
36.0
.
38
.
0
0
39
61
33
15
18
19.8
108
DIRECT
CL .
SANDY
LEAN
CLAY,
LIGHT GRAYISH
BRO~N ~ITH BR~N,
MOI
S
T,
CALCARE
OU
S
SHEAR
~ITH
CALCAREOUS
NODULES,
WHITE
CHALK
LIKE MATERI
A
L,
I
RON OXIDE
STAINS,
SAND
POCKETS AND
SEAMS
THROUGHOUT,
VERY S
TIFF T
O HARD,
PENE
=VERY
STIFF TO HARD,
PENE
=3.0.4.5
.
92
143
92/3584 ST.22
42.0 .
44.0
0
1
99
47
18
29
23.5
109
DIRECT
CL
.
LEAN CLAY, LIGHT GRAY
~ITH
BROUN
,
MOIST,
CALCARE
OU
S
,
FE~
SAND
SHEAR
POCKETS,
IRON OXIDE
STAINS,
WHITE CHALK L
I
KE MATER
IA
L
,
HARD
,
PENE
>
4.0,
SHALY.
92
143
92
/
3585 ST. 25
48.0
. 50
.
0
0
4
96
58
19
39
19.9
108
DIRECT
CH
.
FAT
CLAY,
BRO~N ~ITH
LIGHT GRAY, MOIST, CALCAREOUS
WITH
SHEAR
CALCAREOUS
NODULES,
FE~
SAND
POCKETS,
VERTICAL
F
R
ACT
U
RES
IN
TOP
0.3
1
,
GYPSUM,
IRON OXIDE
STAINS,
HARD,
PENE
>
4.
0
.
92
152
92/3586 ST
.
11
20.0
. 22.0
0
7
93
30
19
11
25.6
99
DIRECT
CL .
LEAN
CLAY,
GRAYISH
BR~N,
MOIST, CALCAREOUS,
SAN
D
PO
CK
ETS A
N
D
SHEAR
SEAMS
THROUGHOUT,HORIZONTAL
FRACTURES,SOFT
TO
ST
I
FF
,
PENE =
0.25'1.75.
92
152
92
/
3587
ST
.16
30.0 .
32.0
2
67
31
24
15
9
18.4
111
DIRECT
SC
.
CLAYEY
SAND, GRAYISH
BR~N,
MOIST,
CALCAREOUS
WIT
H
C
A
LCAREOUS
SHEAR
NODULES,
HORIZONTAL FRACTURES,
STIFF,
PENE =
1.5'1
.
75.
PAGE
2
TABLE 1
RESULTS
OF TESTS
OF DISTURBED
AND UNDISTURBED
SOIL SAMPLES
NOTE:
•
ALL
SOIL
SAMPLES
THAT
DO NOT
HAVE
COMPLETE
LABORATORY
TEST
DATA
~ERE
V
ISUALLY CLASSIFIED
ONLY.
BORING NO.
S~
NO.
FLO
NO.
DEPTH,
FT
GR
SA
FI
92
152
92/3588 ST.20
36.0.
38.0
o 14 86
92
152
92/3589
ST
.
22
40.0. 42.0
o 28 72
PAGE 3
S~ED·GL
REPORT NO.
15653 BRAZOS
ISLAND.HOUSTON.GALVESTON NAVIGATION
STUDY
PROJECT
LL
PL
PI
LS
~C,
%
PCF
MAJOR
TESTS
61
21
40
39
14
25
21.2
108
DIRECT
SHEAR
16.7
114
DIRECT
SHEAR
DE
SCRIP
TION
OF
MATERIAL
CH -
FAT
CLAY,
BR~N
~ITH
GRAYISH
BR~N,
MOIST, CALCAREOUS
WITH
CALCAREOUS
NODULES,
YHITE
CHALK
LIKE
MATERIAL,
SAND
POCK
ETS
THROUGHOUT,
HARD,
PENE
>
4.0.
CL
-
LEAN
CLAY
YITH
SAND,
GRAYISH
BROYN
YITH
BROYN
,
HOIST,
CALCAREOU
S
WITH
~HITE
CHALK
LIKE
MATERIAL,SAND
POCKETS
&
SEAMS
THROUGHOUT,
IRON
OXIDE STAINS, VERY STIFF TO
HARD, PENE
=3.5-4.5.
-0.030
-0
.
020
c
.
~
-0.010
E
Dilation
c..
..-
0
W
0
0
~
Conso]
,
ro
u
0.010
.
n
U
c..
(])
>
0.020
0.030
o
0.1
0.2
0.3
Hor
iz.
Deform
.
, in
2
.
40
2.00
..-
1.60
(j)
.oJ
!Ii
m
1.
20
(JJ
c..
.oJ
en
c..
0.80
ro
Q)
en
.c
0.40
0
0
O
.
I
0
.
2
0
Hori
z.
De
form.
,
SAMPLE
DA
T
A
SAMPLE
TYP
E
:
UNDIS
T
URBED
DESCRIPTION
:
L
EA
N
CLAY (CLI
.
3
in
LL
=
30
PL=
19
PI= 11.0
SP
ECIFIC
G
RA
V
IT
Y=
2.68
REMA
R
KS: SPECIFIC
GRAVITY
ESTIMATED
FIG. NO
.
0
.
4
o
.
4
2.40
f-'-"REc:.:Sc:.:U::.::L:...:T~S
__
-I
.....
:
..
C
,
tsf 0
.;,
........
<1>
,
deg
27.2
TA
N
<I>
0.51
1.
60
<n
<n
(JJ
c..
.oJ
UJ
...
:.:.. :
..
:
..
I
.:.-r
..
...
:
,...
:
,
.. ;..:....
~
...
".. :.
+
.;
..
,..,....,....
:
.. :.
+
.: :
L
ro
OJ
.c
en
0
.
80
o
....
, .... ;
..
o
O.BO
Normal Stress
.
SAMPLE NO
.
1
WAT
E
R
CONTENT,
%
25.
3
--'
DRY
DENSITY,
p
ef
100.
7
«
H
SA
TURA TI
ON
,
%
102.5
f-
VOID
H
RATIO
0
.
662
z
DIAME
TER
.
in
2. 51
H
HEI
GH
T
,
in
1.00
WATER CONTENT,
%
21
.
5
[J)
f-
DRY
DENS
ITY,
pef
107
.3
w
S
A
TURA
T
ION,
%
102
.
9
f-
VOID RA
T
IO
0
.
559
f-
..
DIAME
TER
,
in
2.51
HEIGHT, in
0.94
NORMA
L
S
T
RESS
,
tsf
2.00
MAX
.
SHEAR,
tsf
1.06
STRAIN
RATE
,
%/min
.
0.002
ULT
.
SHE
AR.
tsf
.;..
:.;...
1.60
tsf
CLI
E
NT:
US ARMY
CORP
S
OF
ENGINEERS
GALVESTON DISTRICT
PR
O
JECT
:
BRAZOS
ISL
AN
D
HARBOR
BROWNSVIL
LE,
TX.
SAM
PLE
LOCATION:
BO
RIN
G:
92-15
2
,
ST-
Il
20.0'-22.0'
,
SWD
LAB NO. 92
/35B6
••••
2.40
PROJ
.
NO.
.
15653
DATE: AUGUST 1992
DIRECT
S
HEAR TE
ST
CORPS
OF ENGUEERS
- SOlITl-lWESTERN
-
0.030
-0
.
020
c
.
~
-0.0
10
E
'-
0
--
<lJ
0
0
~
Consol
o
'"
(J
0.010
.
~
'-'
())
'-
>
0
.
020
0.030
o
0.1
0.2
0.3
Horiz. Deform
.,
in
'"
'"
<lJ
'-
....,
(J)
'-
'"
<lJ
1:
U1
2.40
2.00
1.60
1.20
0.80
0.40
o
o
0.1
0.2
0
.
3
Horiz
.
Deform ..
SAMPLE
DATA
SAMPLE
T
YP
E
:
UND
I
S
TU
RBED
.
DESCRIP
T
ION:
C
LAYEY
SAND
(
SC)
in
LL~
2
4
PL~
15
PI~
9.0
SPECIFIC
GRAVI
T
Y~
2.68
REMARKS:
SPECIFIC
GRAVITY
ESTIMATED
FIG.
NO.
0
.
4
0
.
4
3.00
RESULTS
C.
t
sf
0
<1>.
deg
31.0
t-'-------"----j
.....
~
<IJ
T
AN <1>
0.60
....,
2.00
<Ii
'"
<lJ
....,
'-
U1
'-
'"
<lJ
1
.0
0
1:
(J)
o
o
1
.
00
2.00
Norma
1 Stress
.
ts
f
SAMPLE
NO.
WATER
CONTENT.
%
;/.
DRY
DENSITY
.
pc f
H
SATURATION.
%
t;
VOID
RAT IO
z
H
DIAMETER.
HEIGHT.
in
in
WATER
CON
TE
NT.
%
~
DRY DENSITY
.
pc
f
w
SATURATION.
%
t--
VOID RAT
IO
t--
DIAMETE
R
.
in
...
HEIGHT.
in
NORMAL STRESS.
ts
f
MAX.
SHEAR,
ts
f
STRAIN RATE.
%/min
.
UL
T. SHEAR,
ts
f
1
18.2
112
.
7
100.9
0.484
2
.
51
1
.
00
1
7.2
115
.
6
103
.
1
0.447
2.
51
0.98
2.00
1.23
0.002
CLIENT:
US AR
M
Y
C
ORPS
OF
ENGINEERS
GALVES
TO
N DISTR
IC
T
PROJECT:
BRAZOS
ISL
AN
D
HARBOR
8ROWNSVI
LLE.
T
X.
SAMPLE LOCATION:
BORING:
92
-1
52
.
ST-16
30.0'-32.0'. SWD LAB
NO
.
92/3587
3.00
PROJ
.
NO.'
15653
DATE
:
AUGUST
1992
DIRECT
SHEAR TEST
CORPS OF
ENGII£ERS
-
SOl11llWEST~
-0.030
-
0.020
c:
'
M
-
0
.
010
E
'-
0
.....
OJ
0
a
~
Co
n
so
]
.
ro
u
0
.
010
'
M
..,
'-
>
'"
0.020
0
.030
o
0.1
0.2
0.3
Hor
i
z
.
Deform., in
cti
(/]
OJ
....,
'-
(f)
'-
ro
OJ
Cf)
.c
6.00
5.00
4.00
3.00
2.00
1
.
00
o
o
0.1
0.2
0.3
H
oriz.
Defor
m
.,
SAM
P
LE DA
T
A
SAMPLE
TYPE
:
UND
I
STURBED
D
ESCRIPTION
:
FAT CLAY
(CHl
i
n
LL
=
61
PL= 21
PI=40.0
SPECIFIC
GRAVITY=
2.69
REMARKS:
SPECIFIC
GRA
V
ITY
E
STIMA
T
ED
F
I
G
.
NO.
2
0
.
4
0
.
4
6.00
r-:-::::.~::.S
::::~~=-:,:,,:S~0-.-3-2---1
r+
•.•
,.
I
:
.•..
•••• .;;
<1>
,
de
g
27.2
"-
TAN <1>
0.51
<Il
....,
4.00
cti
(/]
OJ
'-
....,
UJ
'-
2.00
..............
i5W
::
ro
.c
OJ
(f)
"
.... : . .: .. :
..
"
o
o
2
.0
0
4
.
00
Normal Stress
.
ts
f
SAMPLE
NO.
WATER
CONTENT,
%
;i
DRY DENSITY, pc
f
H
SATURATION
,
%
~
VOID
RATIO
~
0 IAMETER.
in
HEIGHT,
in
WA
TE
R
CO
NT
EN
T
,
%
:;;
DRY DENS
IT
Y,
pc
f
U1
SA
T
URAT
I
ON
,
%
f-
VO
lO
RATIO
f-
D
IAMETER
,
in
'"
H
EIGHT
,
i
n
NORMAL
S
TR
E
SS,
ts
f
MAX. SHEAR,
ts
f
STRAIN
RATE.
%/min.
U
L
T. SHEAR,
ts
f
1
2
1
.2
107
.
3
1
00.9
0
.
565
2
.
51
1
.
00
20
.
5
109
.
1
102
.
4
0.539
2.51
0.9B
1.99
1
.4
1
0.002
2
19.9
1
08
.
B
98.B
0.543
2
.
51
1
.
00
1
8
.
3
113.3
101
.
8
0.4B
3
2.51
0.96
5
.
0
1
2
.
96
0.002
CLIENT:
US ARMY CORPS
OF
ENGINEER
S
GA
L
VESTON DISTRIC
T
PR
O
JECT:
BRAZOS
ISLAND
HARBOR
BROWNSVILLE,
TX.
SAMPLE LOCAT ION:
BORING:
92-152.
S
T
-
20
36.0'-38
.
0'
,
SWD
L
AB NO. 92/3588
6.0
0
PROJ
.
NO.'
15653
DATE: AUGUST 1992
DIRECT
SHEAR
TEST
CORPS OF ENGI
N::
ERS - SOurnWESTEJlN
-0.030
-0
.
020
c
.
~
-0
.
010
E
~
...
0
QJ
0
0
~
Consol
o
u
'"
0
.
010
.
~
.,
(J)
'-
>
0
.
020
0
.
030
0
0.1
