1. project 254.pdf
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    Proj8Cl
    .
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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
    Mc
    Unit
    Unit
    LL
    Sli
    (ft)
    (tsf)
    per
    Classification
    (%)
    Wt
    WI
    (%)
    Foot
    (pcf)
    (pcl)
    I
    0
    .
    5-2
    2
    Gray,Sand, Very
    foose, Silty
    SM
    2
    2
    .
    5
    -
    4
    3
    Gray,Sand,
    Very 100se,Siity
    SM
    3
    4.5
    -
    6
    4
    Gray
    ,Sand,
    Loose,Silty
    SM
    4
    6
    .
    5
    -
    8
    5
    Gray
    ,
    Sand
    ,
    Loose,Silty
    SM
    5
    8
    .
    5-10
    5
    Gray,Sand,Loose,Silty
    SM
    ..
    S
    #
    :
    Sample
    Number,
    P P : Pocket Penetrometer Reading
    ,
    USC
    :
    Unll,ed
    SOil Classilicatlon,
    M c
    .
    MOisture
    Content
    q
    u
    :
    Unconfined
    Compressive
    Strength. W
    0
    H
    :
    Weight
    of
    hammer. WOP: Weight of
    pipe
    Geotes,
    Engineering.
    Inc.
    92-18
    Mechanical
    Analysis
    PL
    % PasslQ9
    (%)
    li4
    lila
    #40
    #100
    100.0
    99.8 99.3 65.7