1. project 254.pdf

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    Projec•.
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    SUMMARY
    OF
    LABORATORY
    TEST
    RESULTS
    Brownsville. Texas
    Contract No.
    DACW64.92
    -
    D-OOOI
    Delivery order No.
    0008
    80fing
    No
    .
    SPT
    Dry
    Wet
    Depth
    PP
    Blows
    Visual
    USC
    Mc
    Unit
    Unit
    LL
    SII
    (ft)
    (tsf)
    per
    Classification
    (%
    )
    WI
    WI
    (%)
    Foot
    JJ)c!i
    (Dcll
    1
    0.2
    2.50
    Brown,Clay,Very
    stiff
    ,w/sh
    ell fragments
    CH
    34.5
    2
    2-4
    1.75
    8rown
    ,C
    lay,Stitf
    ,
    w
    /
    sand pockets and
    mica
    CH
    34.7
    85
    .
    0
    114.5
    62
    3
    4-6
    1.25
    Brown
    ,
    Clay,Still,w
    /
    sand
    pockets
    CH
    32.9
    4
    6.8
    0
    .
    50
    Brown,Clay,Medium
    stiff,w/sand
    pockets
    CH
    33.1
    5
    8.tO
    0
    .
    50
    8rown,Clay,Medium stitl,w
    l
    sand pockets
    CH
    33.0
    88
    .
    0
    t 17.0
    55
    6
    10
    -
    12
    0
    .
    50
    Brown
    ,
    Clay,Medlum
    atllt,w
    /
    sand
    pockets
    CH
    35.0
    7
    t2.14
    0.50
    Brown,Clay,Medium stiff
    ,
    w
    /sa
    nd
    pockets
    CH
    33.0
    8
    14-16
    1.00
    Brown
    ,Cl
    ay
    ,Still
    ,w
    /
    sand
    pockets
    CH
    36.7
    84.0 114.8 56
    9
    16
    .
    18
    1.00
    Brown,Clay,Stiff ,w
    /
    sand
    pockets
    CH
    40.6
    10
    18
    .2
    0
    1.25
    Brown,Clay,Sl
    i
    ff
    ,w/
    sand
    pockets
    CH
    37.7
    1 t
    20-22
    0
    .
    00
    Brown,Clay,Very
    soft,Silty,w/sand seams
    CL
    35.9
    84
    .0
    114.2
    45
    12
    22-24
    0.00
    Brown
    ,Cla
    y
    ,
    Very
    soft,Silty,w/sand
    seams&
    CL
    32.9
    sand
    Docket
    13
    24-26
    0.00
    Brown
    ,Cla
    y
    ,
    Very
    soft,Sandy.w/sand
    pockets
    CL
    32
    .3
    14
    26
    .28
    0.00
    Brown,Clay, Very
    soft,Sandy,
    w
    ls
    and
    pockets
    CL
    28.4
    15
    28-30
    0.00
    Brown,Clay,Very
    soft,Sandy,wlsand
    pockets
    CL
    27.4
    ....
    S #
    :
    Sample Number,
    P P
    :
    Pockel Penetrometer Reading, USC
    :
    Unified
    Soli Classlflcallon
    ,
    M c :
    MOisture
    Content
    q
    u
    :
    Unconfined Compressive Strenglh,
    W
    0 H
    :
    Weight
    of hammer,
    WOP: Weight of pipe
    Gealest
    Engine.ring
    ,
    Inc
    .
    Mechanical