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Brownsville
,
Te
xas
SUMMARY OF
LABORATORY TEST RESULTS
Contract No.
DACW64
-92-
D
-
000t
Delivery order No
.
0008
Boring
No.
SPT
Dry
Wet
Depth
PP
Blows
Visual
USC
Me
Unit
Unit
LL
S#
(fl
)
(tsf)
per
Classification
(%)
Wt
Wt
(%)
Foot
(pet)
(pef)
1
0-2
2.50
Brown,Clay,Very
stiff
CH
34.5
2
2.4
2
.
00
Brown
,
Clay
,
Very
stiff,
w
/
mica
CH
37
.5
81.3
111.8
54
3
4.6
2.25
Brown,Clay.Very
stiff
,w
/
silt pockets
& silt seams
CH
36.7
83.2
113.6
4
6.8
1.25
Brown
,Clay,
Stiff
.w/silt
pockets &
s
ilt
seams
CH
37
.
3
5
8.10
0.50
Brown,Clay,Medium
stiff,
w
lsa
nd pockets
CH
37
.
6
81.9 112.7 50
6
10.
12
1.50
B
rown,Clay,Stiff
,
w
/
sand
pockets
CH
35
.4
7
12.
t
4
1.25
Brown,Clay
,S
tiff,
w
I
san
d
pockets
CH
33
.
2
8
14.16
0.50
Brown,Clay,Medium
stiff,wlsand
pockets
CH
36.4
9
16.5.18
2
Gray,Sand
,
Very loose
,
Silty
SM
10
20.5.22
3
Gray,Sa
nd,Very loose
,
Silty
SM
11
24
.
5
.26
2
Gray,Sand.
Very
loose,Silty
SM
12
28.
5.30
2
Gray,Sand
,
Very
loose,Silty
SM
S #
:
Sample Number
,
P P
:
Pocket Penetrometer Reading
.
USC
:
Unified
5011 ClassIfication,
M
c
:
MOisture Content
q
u
:
Unconfined Compressive Slrenglh,
W
0
H
:
Weight of
hammer, WOP: Weight
of pipe
Geotes
t
Engineering.
Inc.
Mechanical
