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    SUMMARY OF
    LABORATORY TEST RESULTS
    Contract No
    .
    DACW64-92-D
    -
    Oool Delivery
    order
    No
    .
    0008
    Boring No.
    SPT
    Dry
    Wet
    Depth
    PP
    Blows
    Visual
    USC Me
    Unit
    Unit
    Ll
    S#
    (It )
    (tsf)
    per
    Classification
    (%)
    WI
    WI
    (%)
    FOOl
    (pefl
    (pefl
    1
    0-2
    0
    .
    50
    Gray
    ,Clay
    ,
    Medium
    stiff
    CH
    46.6
    73.8
    108
    .
    2
    67
    2
    2-4
    0.50
    Gray,Clay
    ,
    Medium
    s
    tiff
    CH
    40
    .
    8
    57
    3
    4
    .
    5-6
    3
    Gray,Sand
    ,
    Very
    100se,Siity
    SM
    4
    6
    .
    5-8
    3
    GraY,Sand
    ,
    Very
    loose,Silty
    SM
    5
    8
    -
    10
    0.00
    Gray,Clay,Very soft,Sandy
    ,
    w
    /sa
    nd pockets
    Cl
    35
    .
    5
    86.9
    117
    .8
    35
    ....
    S #
    :
    Sample Number,
    P P
    :
    Pocket Penetrometer
    Reading,
    USC
    :
    Unified
    SOil Classlflcal1On,
    Me
    :
    MOisture
    Content
    q u
    :
    Unconfined Compressive
    Strength, W
    0
    H
    :
    Weight
    of
    hammer, WOP: Weight of pipe
    aeates' Engineering,
    Inc.
    92-29
    Mechanical
    Analysis
    PL
    %
    PassinQ
    ( %)
    #4
    #10 #40 #100
    24
    100.0
    100
    .
    0
    99
    .
    8
    98