1. project 254.pdf
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    SUMMARY OF TEST
    RESULTS
    GaLveston District, Corps of Engineers
    Delivery Order No
    .
    0016
    Brazos Island Harbor
    Brownsville Ship Channel
    :::-~ ~:::~~~ .~.~~::~
    .......___....
    ~
    l
    ~::.l
    ..:::. ::::j..::...
    ~:.::::~~~~~
    90-83
    10
    3-5
    Flrm
    brown CLAY
    wi
    silt
    pc~ts
    &sand pckts
    90-83
    20
    5-7
    Firm brown CLAY
    wI
    siLt pocket
    s
    90-83
    3J
    7
    _
    5-9
    Greenish gray CLAY
    wI
    sandy
    cLay
    pckt
    s
    &
    s
    hell
    frag
    s
    90-83
    4J
    12.5-14
    Brown CLAY
    wI
    sn
    t
    pockets
    90-83
    5J
    17.5-19
    Brown CLAYEY SilT
    90-83
    6J
    22.5-24
    Brown and gray CLAY
    w
    I
    silt
    pckts &
    s
    and sms
    90-83
    70
    26-28
    Stiff brown CLAY
    wI
    caLcareous depo
    s
    its
    90-83
    8Q
    28
    -
    30
    Firm brown CLAY
    wI
    silt pockets
    90-83
    9Q
    30-32
    Very stiff brown CLAY
    wI
    sand pckt
    s
    &calcareous deps
    90-83
    10J
    32-34
    OLive gray SILTY CLAY
    90-83
    11J
    34
    -
    35.5
    Brown CLAY
    wI
    s
    ilt pockets
    90-83
    12
    39-40
    .
    5
    Brown CLAY
    wI
    silt partings &pockets
    90-84
    1Q
    .
    3.5
    Stiff brown CLAY
    90-84
    2J
    7.5-9
    Li
    ght gray SANOY
    CLAY
    wI
    clay pock
    e
    ts
    90
    -
    84
    3J
    12.5-14
    Brown CLAY
    wI
    silt pockets & shell fragments
    90-84
    4J
    17.5,19
    Brown SILTY CLAY
    wI
    clay pckts & ferrou
    s
    stn
    s
    90.84
    5J
    22.5
    ,
    24
    al ive gray SILTY
    CLAY
    wI
    fine
    s
    ilty
    s
    and sms
    90-85
    1
    0
    3-5
    Firm brown CLAY
    90.85
    2Q
    5.7
    Firm brown CLAY
    wI
    s
    ilt
    pc~ts,
    s
    and sm
    s
    &ferrous nods
    90-85
    3J
    7.5-9
    Brown CLAY
    wI
    silt
    poc~ets
    90-85
    4J
    12.5,14
    Brown SILTY CLAY
    wI
    clay seams &ferrou
    s
    nods
    90-85
    5J
    17.5-19
    Olive gray f
    i
    ne SILTY
    SAND
    90.85
    6J
    22.5,24
    Olive gray SAND
    CH
    CH
    CH
    CL
    ML
    CH
    CH
    CH
    CH
    ML-CL
    CH
    CH
    CH
    CL
    CL
    36
    39
    44
    33
    .
    28
    38
    35
    39
    27
    30
    36
    42
    40
    40
    34
    CL
    29
    CL
    32
    CL
    CL
    CL
    CL
    SM
    SP
    30
    33
    78
    92
    80
    89
    77
    28
    4
    0
    60
    28
    54
    31
    60
    27
    49
    49
    24
    100
    99
    98
    99
    96
    94
    92
    100
    99
    97
    99
    98
    97
    97
    100
    96
    90
    100
    99
    100
    99
    93
    0
    .
    5
    0.8
    1.6
    0.7
    0.5
    0.3
    alt
    alt
    I
    I
    '-
    ,.,.,
    '0
    '0
    "-
    ,.,.,
    '0
    '0
    (f)
    (f)
    ,
    w
    0:::
    I-
    (f)
    0:::
    0
    (
    I-
    «
    >
    w
    0
    0
    w
    N
    -'
    «
    L
    0:::
    0
    Z
    1.2
    1
    .0
    0.8
    0.6
    FAILURE
    0.4
    DEPTH
    FAILURE
    CURVE
    BORING
    -1EIL
    STRAIN (%)
    STRESS (KSF)