1. project 254.pdf
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    Project
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    Brownsville
    ,
    Texas
    SUMMARY OF
    LABORATORY TEST RESULTS
    Contract No
    .
    DACW64-92-D-000I Delivery
    order No
    .
    0008
    Boring
    No.
    SPT
    Dry
    Wet
    Depth
    PP
    Blows
    Visual
    USC
    Me
    Unit
    Unit
    LL
    S#
    (It )
    (t sl)
    per
    Classification
    (%)
    WI
    WI
    (%)
    Foot
    (pell
    (pell
    1
    0-2
    2.50
    Gray.Clay.Very
    stiff
    CH
    33.3
    86.3
    115.1
    64
    2
    24
    2
    .
    50
    Gray.Clay
    .
    Very
    stiff
    CH 35.3
    3
    4
    .
    5-6
    2
    Gray.Sand.
    Very
    loose,Silty
    SM
    4
    6-8
    0
    .
    50
    Brown,Clay,Medium
    st
    iff
    CH
    40_9
    58
    5
    8
    -
    10
    0.50
    Brown,
    Clay. Medium stiff
    CH
    38.0
    ..
    S #
    :
    Sample Number
    .
    P P
    : Pocket
    Penetrometer Reading
    .
    USC
    .
    Unified SOIl ClasSification. Me
    .
    MOisture
    Content
    q u
    :
    Unconfined Compressive Strength. W
    0
    H
    :
    Weight
    of hammer
    .
    WOP: Weight
    of
    pipe
    Geol.sl Engineering
    ,
    Inc