1. project 254.pdf
    alt
    alt
    alt
     
    Projec
    t
    :
    __
    --:D9-is!tpo~sa::I~Ar~e:!as:_::N:!:o~s;!
    .
    2;.;a::n.::d:..;4::....::fo:::r-'B2;r~o~w~n:!sVl:::
    ·
    I~le:....:;:Sh~i~p..!C::!ha~n!.!ne:;!I
    __
    Brownsville.
    Texas
    SUMMARY OF LABORATORY
    TEST RESULTS
    Contract No.
    DACW64-92.D-000t
    Delivery
    order
    No.
    0008
    Boring
    No.
    SPT
    Dry
    Wet
    Depth
    PP
    Blows
    Visual
    USC Me
    Unit
    Unit
    LL
    S
    #
    ( It)
    (t
    sf)
    per
    Classificat
    i
    on
    (%)
    WI
    WI
    (%)
    Foot
    ~fJ.
    ~fJ.
    1
    0.5-2
    1'1 -
    Gray,Sand
    ,
    Very
    loose
    ,
    Silty
    SM
    12
    "
    2
    2.5-4
    1-12"'
    Gray,Sand
    ,
    Very
    loose,Silty
    SM
    1
    3
    4.5.6
    t-12"'
    Gray
    ,
    Sand,Very
    loose,Silty
    SM
    1
    4
    6.5-8
    2
    Gray
    ,
    Sand,Very
    loose,Silty
    SM
    5
    8.10
    0
    .
    00
    Gray,Clay
    ,
    Very
    soft,Sandy
    CL
    34
    .
    7
    88
    .
    1
    118.7
    32
    ....
    s "
    :
    Sample Number.
    P P
    :
    Pocket Penetrometer Reading
    .
    USC
    :
    Unified 5011 ClaSSification, Me.
    MOisture
    Content
    q
    u
    :
    Unoonfined Compressive
    Strength. W
    0
    H
    :
    Weight of
    hammer.
    WOP
    :
    Weight
    of
    pipe
    G.otest Engineering,
    Inc.
    92-31
    Mechanical
    Analysis
    PL
    %
    Passing
    (%)
    #4
    #10 #40
    #100
    100.0 100.0
    99.9
    76.3
    100.0 100.0
    99.9 86.1
    16 100
    .
    0 100
    .
    0
    100
    .
    0
    97.5
    f;:
    {
    l
    't
    0