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Brownsville
.
Texas
SUMMARY OF LABORATORY
TEST RESULTS
Contract
No. OACW64-92
-
0-Q00I
Delivery order
No
.
0008
Boring
No.
SPT
Dry
WeI
Depth
PP
Blows
Visual
USC
Me
Unit
Unit
LL
S
#
(fl)
(Isf)
per
Classification
(%)
WI
WI
(%)
Foot
(pef)
(pef)
1
0.2
1.50
Brown,Clay,Stiff
CH
32
.
8
2
2-4
1.25
Brown
,Clay
,
Stiff. w
/si
lt
pocke~s
CH
34
.
4
86
.5
116.3
62
3
4-6
1
.
00
Brown,Clay,Still
CH
35.2
.
4
6-8
0
.
50
Brown,Clay,Medium
stiff
C
H
36
.
0
r
5
8-10
0.00
Brown
,C
lay
,
Very
soh,w/shell
fragments
CH
40
.7
77.6
109.2
54
~
-
6
10
:'
2
0.00
Brown,Clay,
Very
soh,Silly,w
/
shell
fragment
s
CL
28
.0
7
12-14
0
.
00
Brown,Clay
.
Very
soft,Silty
CL
31
.
7
8
14.16
0.00
Brown,Clay,
Very soft,Silty
CL
30
.
5
92.0 120.
I
32
I
9
16
.
5-18
I
./
I
Brown,Sand,Very
loose.Silty
SM
I 2 "
10
20.5-22
1
/
12"-
Brown
,Sand, Very
loose
.
Silty
SM
1
I 1
24
.
5-26
I
-
I
/
Brown,S
an
d,
Very
100se,Silty
SM
12"
12
26-28
0
.
50
Brown,Clay.Medium
sti
ff
,
w
l
san
d po
ckets
CH
35
.
0
13
28-30
0
.
50
Brown
,
Clay,Medium
stiff,Sa
ndy
CH
30.7
....
S #
:
Sample Number,
P
P
:
Pocket Penetrometer Reading
.
USC
:
Unified SOil ClassIfication
.
M
c
:
MOisture
Content
q
u
:
Unconfined Compressive Strength,
W
0
H
:
Weight of hammer,
WOP
