1. project 254.pdf
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    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
    SII
    (ft)
    (tsf)
    per
    Classification
    (0/0 )
    Wt
    Wt
    ( 0/0)
    FOOl
    (pel)
    (pel)
    1
    0-2
    0.00
    Gray,Clay,Very
    soft
    CH
    46.8
    78
    2
    2-4
    0
    .
    00
    Gray
    ,Clay,
    Very
    soft
    CH
    44.0
    76.9
    110,8
    55
    3
    4.6
    0.00
    Gray,Clay,
    Very
    soft
    CH
    42.4
    4
    6.5.8
    2
    Gray,Sand,Very
    loose,Silty
    SM
    5
    8.5.10
    11 1
    •
    Gray,Sand
    ,
    Very
    loose,Silty
    SM
    12.
    6
    13.5.15
    4
    Gray,Sand
    ,Loose,5i1ty
    SM
    .
    ..
    Sit
    :
    Sample Number,
    P P
    :
    Pocket Penetrometer Reading.
    U 5 C
    :
    Unified
    5011 Classification
    ,
    M
    c : MOisture Content
    q
    u
    :
    Unconfined Compressive Strength,
    W
    0
    H
    :
    Weight of hammer, WOP: Weight
    of
    pipe
    Geotest Engineering.
    Inc.
    92-26
    Mechanical
    Analysis
    PL
    %
    Passino
    (0/0 )
    114
    1110
    1140
    #100
    23
    100,0
    99.9
    99,3
    97
    .
    5
    100.0
    100.0
    99.8
    83,S
    Torvane