Project
:
___
D~is~po~sa~I.,:A:::r.::e:::a~S..:N~o:::S:;;.2:;..::a~n:!d..:4:...::fo:::r-,B~r~o~w::.n~s!:vi~lIe~S:::h!!Jip~C::.h:.::a~n~n!:el"-_
SUMMARY
OF
LABORATORY
TEST
RESULTS
Brownsville, Texa
s
Contract No
.
DACW64-92-D-000I
Delive
r
y order
No. 0008
Boring
No.
SPT
Dry
Wet
Depth
PP
Blows
Visual
USC
Mc
Unit
Unit
LL
S.
(It
)
(t
51)
per
Classification
( %)
WI
WI
(
%)
Foot
(pcl)
(pcl)
1
0-2
1.50
Brown,Clay
,
Stiff
CH
30.4
2
2-4
1.75
Brown
.C
lay
.Stiff ,w/mica
CH
32
.
3
88.7
117.4 60
3
4-6
1
.2
5
Brown,Clay ,Stiff
,w/
mica
CH 35.0
4
6-8
1.50
Brown
,C
lay
,Stiff.
w
/
mica
CH
35.3
5
8-10
1
.
50
Brown,Clay
,Stiff,
w
/
blocky
structure
CH
32
.
6
87
.
3
115.7
59
6
10-
1
2
1.50
Brown,
Clay
,
Stiff, w/blocky
structure
CH
41.3
7
12-14
1.50
Brown,Clay ,Stiff,
w
/
blocky
structure
CH 40
.
6
80.6
113.3
60
8
14
.
5
-
16
1
-12
°
1
Gray,Sand,Very loose,Silty
SM
1
9
16
-
18
1.00
Gray
.C
lay
,S
tiff,
w
l
sand
pocket
s
CH 37
.
7
10
18-20
0
.
25
Gray
,C
lay,
Soh,Silty
,
wlsand
pockets
CL 36
.
5
83
.6
114
.
1
25
11
20
-
22
0
.25
Gray
,Clay
,Soh,Silty,w
/
sand
pockets
CL 33.5
12
22.5-24
t
-
12°
1
Gray
,
Sand,
Very
loose
.Si
lty
SM
1
13
28.5-30
1
-
12'
1
Gray,Sand.Very
100se
,Si
ity
SM
1
....
S •
:
Sample Number,
P P
.
Pocket Penetrometer Reading
,
USC. Unified 5011
Classification,
Me
.
MOisture Content
q u
:
Unconfined
Compressive Strength.
W
0
H
:
We
ight
of
hammer,
WOP
:
Weight of
pipe
Geotest Engineering,
Inc.
92-34
Mechanical Analysis
PL
%
Passing
