Project
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Brownsville. Texas
SUMMARY OF
LABORATORY TEST RESULTS
Contract No.
DACW64-92-D-0001
Delivery order
No.
0008
Boring
No.
SPT
Dry
Wet
Depth
PP
Blows
Visual
USC
Me
Unit
Unit
LL
S#
( ft)
(tsf)
per
Classification
("!o)
WI
WI
(%)
FOOl
.iM1l
.lPefl.
1
0
.S-2
1/1
-
Gray
,
Sand,Very
loose,Silty
SM
12.
2
2_S-4
2
Gray.Sand,Very
100se,Siity
SM
3
4.S-6
2
Gray,Sand.
Very 100se,Siity
SM
4
6
.
S-8
3
Gray,Sand
,
Very loose,Silty
SM
5
8
.
5
-
10
4
Gray,Sand,Loose,Silty
SM
6
13.5-16
4
Gra
y,
Sand,loose,Silty
SM
....
S #
:
Sample Number
,
P P
:
Pocket Penetrometer Reading. USC
:
Unified
Soli ClassIfication, Me:
MOisture
Content
q
u
:
Unconfined Compressive Strength,
W
0
H
: Weight
01 hammer, WOP: Weight 01
pipe
Geot"sl Engineering, Inc.
92-23
Mechanical
Analysis
PL
% Passing
(%)
#4
.10 #40 #100
100.0 100.0 100.0
81.3
100.0 10.0