1. project 254.pdf
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    Boring
    1
    Sa""l.
    Visual
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    I..fTber
    N
    I.Itbe r
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    SUMMARY OF TEST
    RESULTS
    Galveston District, Corps
    of
    Engineers
    Del ivery Order No.
    0016
    Classification
    Brazos Island Harbor
    BrownsvilLe
    Ship Channel
    LL
    PL
    PI
    90-90
    1Q
    3-5
    Very
    stiff brown
    CLAY
    w/sael sms, sa &S1
    pekts
    CH
    34
    94
    76
    28
    98
    89
    2.1
    90-90
    2Q
    5-7
    Stiff brown SANDY CLAY
    wI
    fe
    stns,
    cl
    &sa
    pckts
    CL
    15
    90-90
    3J
    7_5-9
    Brown SANDY CLAY
    wI
    calc deps
    &
    cl
    pckts
    CL
    23
    90-90
    4J
    13_5-14
    Brown
    SANO
    wI
    clay pockets
    SP
    28
    100
    85
    17
    90-90
    5J
    17_5-19
    Red
    SANOY CLAY
    CL
    21
    90-90
    6J
    22.5-24
    Brown SANOY CLAY
    wI
    calcareou
    s
    pckts &deps
    CL
    24
    28
    95
    92
    8B
    78
    90-90
    7J
    27_5-29
    Brown fine SILTY SAND
    wI
    cL pekts &calc deps
    SM
    24
    26
    99
    99
    95
    59
    90
    -
    91
    1Q
    3-5
    Very
    stiff
    dark brown CLAY
    wI
    org &calc deps
    CH
    28
    90-91
    2Q
    5-7
    Stiff brown CLAY
    wI
    ferrous
    stns &silt
    pckts
    CH
    27
    92
    54
    23
    100
    99
    95 90
    2_0
    90-91
    3Q
    .
    9- 11
    Stiff
    gray
    and
    brown CLAY
    wI
    silt pckts &ferrous
    nods
    CH
    32
    90-91
    4Q
    1"'~
    Firm brown and It gray CLAY
    wI
    S1
    pckts &fe
    stns
    CH
    ..29
    90
    58
    21
    100
    99
    97
    93
    0.9
    90-91
    5J
    13-15
    Gray and
    tan
    SANDY CLAY
    wI
    calcareous
    nods
    ,
    f-S-l.--
    -
    21
    90-91
    6J
    15-17
    Gray and
    San-CLAYEY
    SAND w/calcareous nods
    ~
    SC
    -
    19
    112
    100
    99
    66
    35
    90-91
    7J
    17.5 19
    Very
    stiff
    gray and brown SANOY CLAY
    w
    I
    calc deps
    ,.-
    CL
    20
    90-91
    8Q
    21-23
    Stiff tan
    CLAY
    wI
    calcareous deposits
    CH
    21
    90-91
    9Q
    23-25
    Stiff
    brown SILTY CLAY
    wI
    calcareous deposits
    CL
    22
    106
    29
    17
    90 8B 87
    76
    1.0
    90
    -
    91
    10J
    28.5-30
    Brown fine SILTY
    SAND
    wI
    clay
    pckts &free
    water
    SM
    27
    90-91
    11 J
    33.5-35
    Brown CLAY
    wI
    sand
    seams
    ~
    -C
    H
    -
    _
    25
    90
    -
    91
    12J
    38.5-40
    Brown fine SAND
    wI
    clay pockets
    -
    SP
    24
    100 95
    26
    v
    u
    sf)
    alt
    alt
    alt
    .
    2
    .0
    o
    .
    (.f)
    (.f)
    W
    0:::
    O.
    I-
    (.f)
    0:::
    o
    I-
    <t:
    >
    w
    o
    o
    W
    N
    o
    .
    o.
    o.
    8
    6
    4
    2
    ('t
    0
    .0
    ~
    j:2'
    'fj
    DEPTH
    FAILURE
    FAILURE
    gURVE
    BOBING
    -1E!L