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.ooOI
    Delivery
    order No. 0008
    Boring
    No.
    SPT
    Dry
    Wet
    Depth
    PP
    Blows
    Visual
    USC Me
    Unit
    Unit
    LL
    S#
    (ft)
    (tsf)
    per
    Classification
    ('!o)
    WI
    WI
    ('!o)
    Foot
    JEcfl
    ~efl
    1
    0-2
    1.25
    Gray
    ,
    Clay
    ,
    Stiff
    CH
    35.3
    84.7
    114
    .
    6 59
    2
    2-4
    0.75
    Gray,Clay
    ,
    Medium
    stiff
    CH
    43.7
    3
    4-6
    0.50
    Gray,Clay
    ,
    Medium stiff
    CH
    34.6
    50
    4
    6.8
    1
    .
    25
    Brown,Clay
    ,
    Stiff
    CH 39
    .
    6
    5
    8.10
    1.50
    Brown,Cla
    y,
    Stiff,
    wlferrous
    stains
    CH
    33.1
    ,
    ....
    S II
    :
    Sample Number
    ,
    P P
    :
    Pocke
    t
    Penetrometer Reading,
    USC
    .
    Unlfred
    Sori ClasSlflcatron, Me
    .
    MOlslure Content
    q u
    :
    Unconfined
    Compressive
    Strength,
    W 0
    H
    : Weight of
    hammer,
    WOP:
    Weight
    of
    pipe
    Geotest Engineering
    ,
    Inc
    .
    Mechanical Analysis
    PL
    %
    PassjQg
    ('!o)
    114
    #10
    1140
    #100