Project
:
___
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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
Mc
Unit
Unit
LL
S#
(ft)
(t sf)
per
Classification
("!o)
WI
WI
(%)
Foot
(pcf)
(pcf)
1
0
-
2
1.25
Gray,Clay,Stiff
CH 38.0
81
.
4
112.4
66
2
24
1.00
Gray,Clay,Stiff
CH 44
.
3
3
4-6
0.75
Gray,Clay,Medium
stiff
CH
45.9
66
4
6-8
0
.
75
Gray,Clay
,
Medium stiff
C
H
49
.
1
5
8
.
5-10
2
Gray
,
sand
,
Very
100se,Siity
SM
S •
:
Sample Number
,
P P
:
Pocket Penetrometer Readmg.
USC
:
Unified SOil ClaSSIfication. Me
:
MOisture Content
q u
:
Unconfined Compressive Strength, W 0 H
:
Weight of hammer, WOP: Weight of pipe
Geotest Engineering,
Inc.
Mechanical
Analysis
PL
%
Passing
("!o)
#4
