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Brownsville, Texas
SUMMARY OF LABORATORY
TEST
RESULTS
Contract
No
.
DACW64.92
-
D
-
000l
Delivery order No.
0008
Boring No.
SPT
Dry
Wet
Depth
PP
Blows
Visual
USC Me
Unit
Unit
LL
S
#
(It)
(tsl)
per
Classification
("to)
WI
WI
("to)
FOOl
(pel)
(pel)
1
0.5-2
1/1
-
Gray,Sand,Very
100se,Silty
SM
12.
2
2
.
5.4
2
Gray,Sand
,
Very loose,Silty
SM
3
4.5
-
6
4
Gray
,
Sand,Loo
s
e
,
Silty
SM
4
6-8
0
.
25
Brown,Clay,Soft,w
/
sand
pockets
CH
34.0
86.4 115.8 60
5
8.10
0
.
50
Brown,Clay
,
Medium
stiff,w
/
mica
CH
36.8
6
10-12
0
.
50
Brown.Clay.Medium
stiff
,
w
/
sand
pockets
CH
40.4
7
12
-
t4
0
.
25
Brown
,
Clay,Soft
,
w
/
Sand
pockets and
mica
CH
38
.
0
82.1
113
.
3
62
8
14
.
5.t6
5
Gray
,
Sand
,Loose,Silty
SM
....
s •
:
Sample
Number,
P P
:
Pocket Penetrometer Reading. USC: Unified
SOil ClassIfication
.
Me
:
MOisture
Content
q u
:
Unconlined Compressive Strength, W
0 H
:
Weight 01 hammer, WOP
:
Weight 01 pipe
Geotest
Engineering, Inc.
rl
9-).
j
Mechanical Analysis
PL
%
Passinq
("to)
#4
#10
#40
#100
#200
100
,
0
99.9
99
.
4 79
.
4
24
.
1
26 100.0 99.6 99.4
98
.
9
98.5
26
T
o
