1. project 254.pdf
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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
    Dept
    h
    PP
    Blows
    Visual
    USC Me
    Unit
    Unit
    LL
    S#
    (fl )
    (ts f)
    per
    Classification
    ("10 )
    WI
    WI
    (%)
    FOOl
    (pefl
    (pefl
    1
    0.2
    0.25
    Gra
    y
    .Cla
    y.
    Soft.w
    l
    sand
    pockets
    CH
    51.2
    69
    .
    S
    105.3
    74
    2
    2-4
    0.25
    Gray. Cia y. Soft. w
    /
    sand
    pockets
    CH
    53
    .
    9
    3
    4-6
    0
    .
    00
    Gray
    .
    Clay.Very
    soh
    ,
    w
    /
    sand
    pockets
    CH
    54
    .
    9
    67.4
    104.4 75
    4
    6-8
    0.00
    Gray,Clay
    .
    Very
    soh,w
    /
    sand
    pockets
    CH
    53.5
    5
    8
    .
    5-10
    3
    Gray.Sand
    .
    Very loose.
    Silty
    SM
    ..
    S #
    :
    Sample Number,
    P P
    :
    Pocket Penetrometer
    Reading.
    USC
    :
    Unified
    Soli ClassIficat
    i
    on,
    M
    c
    :
    MOisture
    Content
    q
    u
    :
    Unconfined Compressive Strength.
    W 0 H
    :
    Weight
    of
    hammer. WOP: Weight of
    pipe
    Geotest Engineering,
    Inc.
    92-33
    Mechanical
    Analysl.
    PL
    % Passing
    (
    "10)
    #4
    #10 #40 #100
    29
    100.0
    100.0
    99.9 97.3
    ,