1. project 254.pdf
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    SUMMARY
    OF
    LABORATORY
    TEST
    RESULTS
    Brownsville,
    Te
    xas
    Contract No
    .
    DACW64
    -
    92-D-000I
    De
    livery
    order No. 0008
    Bering
    No.
    SPT
    Dry
    Wet
    Depth
    PP
    Blows
    Visual
    USC Me
    Unit
    Unit
    LL
    S #
    (It)
    (tsl)
    per
    Classification
    (%)
    Wt
    Wt
    (%)
    Foot
    (oefl
    (oef)
    1
    0-2
    0.50
    Brown,Clay,Medium
    stiff
    CH
    45.4
    75
    .
    3 109.5
    2
    2-4
    0.75
    Brown,Clay,Medium
    stitl
    ,
    w
    /
    silt
    pockets
    CH
    30.7
    90.2
    117.9 58
    3
    4-6
    0
    .
    50
    Brown,Clay
    ,
    Medium stiff
    ,
    w
    l
    silt pockets
    CH
    33.7
    4
    6-8
    0
    .
    00
    Brown.Clay.Very
    sall,w
    /
    ferrous sta
    i
    ns
    CH
    36.7
    84
    .
    9
    116.0
    51
    5
    8-10
    0
    .
    50
    Brown
    ,Clay
    ,Medium
    stift,w
    /
    ferrous
    stains
    CH
    43.5
    S
    #
    :
    Sample Number. P P
    :
    Pocket Penetrometer Reading.
    USC
    :
    Unified SOil
    ClaSSIfica
    tion
    .
    Me: MOisture Content
    q
    u
    :
    Unconfined Compressive Strength, W 0 H
    :
    Weight of hammer
    ,
    WOP
    :
    Weight of
    pipe
    Geofest
    Engineering