Project
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Brownsville,
Texas
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
II
SII
( It)
(tsl)
per
Classification
(%)
Wt
Wt
(%)
Foot
(pel)
(pel)
1
0.5.2
1 11 .
Gray,Sand,Very
loose
,Si
lty
S
p
.
12"
SM
2
2.5.4
2
Gray,Sand,Very
loo
se,Si
lty
SM
3
4.5.6
3
Gray,Sand, Very loose,Silty
SM
4
6.5.8
4
Gray.Sand,Loose,Silty
SM
5
8
.5.10
4
Gr
ay,
Sand,loose,Silty
SM
....
S #
:
Sample Number, P
P
:
Pocket
Penetrometer Reading
,
USC
:
Unified SOtI Classification
,
Me
:
MOisture Content
q u :
Unconfined Compressive Strength, W 0 H
:
Weight of hammer, WOP: Weight of pipe
Geolest Engineering,
Inc.
92.17
Mechanical Analysis
Pl
%
PassinQ
(%)
#4
#10
#40
