1. project 254.pdf
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    Brownsville. Texas
    SUMMARY OF
    LABORATORY TEST RESULTS
    Contract No.
    DACW64-92-D-OOOt
    Delivery
    order No. 0008
    Boring
    No.
    SPT
    Dry
    Wet
    Depth
    PP
    Blows
    Visual
    USC Me
    Unit
    Unit
    LL
    S#
    (It )
    (tsf)
    per
    Classification
    ("!o)
    WI
    WI
    (% )
    Foot
    (pel)
    (pel)
    1
    0-2
    0
    .
    00
    Gray,Clay
    ,V
    ery
    soh,w/sand
    pockets
    CH
    47.3
    73
    .
    3
    108.0
    2
    2-4
    0.25
    Gray,ClaY,Solt,wlsand
    pockets
    CH
    406
    .
    0
    61
    3
    4.5-6
    2
    Gray,Sand,Very
    loose,Silty
    SM
    4
    6
    .
    5-8
    1-12"/
    Gray,Sand,Very
    loo
    se,Si
    lty
    SM
    1
    5
    8
    .
    5-10
    2
    Gray.Sand,
    Very loose
    ,
    Silty
    SM
    ....
    S #
    :
    Sample Number,
    P P
    :
    Pocket Penetrometer Reading. USC: Unified
    SOIl Classification, Me:
    MOisture Content
    Q
    U
    :
    Unconfined
    Compressive
    Strength
    ,
    W
    0
    H
    :
    Weight of hammer,
    WOP:
    Weight
    of
    pipe
    Gaol••, Engineering,
    Inc.
    92-32
    el,
    Mechanical