1. project 254.pdf
      1. 19900515 Boring 96-04 to 90-91 DA5
        1. Boring 90-64 to 90-91 Brownsville Ship Channel

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    SUMMARY OF
    TEST
    RESULTS
    GaLve
    s
    ton District, Corps of Engineers
    Delivery Order No. 0016
    Brazos Island Harbor
    Brownsville Ship Channel
    90-64
    90-64
    3Q
    4Q
    7-9
    9-11
    Visual Cla
    s
    sification
    Stift brown &gray CLAY wIfe nod
    s
    &si
    f
    t pckts
    \I~
    ~
    iff br~
    and gray
    CLAY
    wi
    S1
    pc
    ~
    ts
    & fe stns
    11
    -
    13
    ~=-t
    -=-
    -
    t-":':-~
    -
    13-15
    90
    -
    64
    5Q
    90-64
    6J
    ~
    stiff brown and gray CLA
    r
    wI
    fe stns
    "
    ,
    Very s
    o
    ft brown CLAYEY SAND
    90
    -
    64
    7J
    90-64
    8J
    90-64
    9Q
    90
    -
    64
    10J
    15-16
    20-21
    22-24
    27
    _5-29
    Brown CLAY
    wI
    s
    and pockets & free wate
    r-
    Meet -t>e
    k
    '
    Broken jar,
    '
    sa~le
    dri ed out
    ....
    ...
    St
    i
    ff brown
    ~
    nd
    gray CLAY
    wI
    s
    ilty sand pockets
    Stiff brown and dark gray CLAY
    wI
    sand intermixed
    90-65
    lQ
    90-65
    2Q
    3-5
    Stiff dark gray CLAY
    wI
    fe nod
    s
    &sa
    s
    ms
    ~-f
    -7:""
    -+:
    5'-_=7
    -
    -f"
    :+::
    ~
    ~
    gray
    and
    '
    brown
    SILTY
    "
    CL
    A
    Y
    wI
    nun 5isa
    pckts
    90-65
    3Q
    7-9
    'f'-t1
    j.rifJ
    h
    ~
    own
    eLA:
    w
    I
    s~
    si
    -
    pckt
    s
    &
    fe
    ~
    s
    .
    90-65
    4Q
    90-65
    5Q
    9-1'
    J>~
    brown
    CLAY w/numerous silt pckts &fe
    .
    stain
    s
    11-13
    ~
    tiff
    brown and gray CLAY
    wi
    s
    itt pocke
    "
    ts
    '
    90-65
    6Q
    13-15
    Stiff dark gray CLAY
    wI
    s
    ilt pockets
    90-65
    7Q
    90-65
    8J
    _
    ~,-,,~
    +-:=-_-t..:
    lc:5
    ,-"c
    17:--
    _r-
    St;ff
    dark gray CLA
    Y
    w/
    s
    it t pockets
    17-19
    Sample Not Rece
    i
    ved in l
    a
    b
    90-65
    9J
    21.5
    -
    23
    Sa""le Not Rece
    '
    ived in lab
    90-65
    10J
    27-28
    .
    5
    Sample Not Received in lab
    /
    CH
    CH
    CH
    CH
    CH
    SC
    ,/
    '-
    n'
    Jill'
    ?
    CL
    .---
    CH
    -
    CH
    CL
    CH
    CH
    CH
    CH
    CH
    33
    42
    33
    32
    38
    25
    45
    30
    22
    38
    36
    27
    29
    30
    33
    I
    I
    PL
    91
    59
    27
    43
    90
    36
    21
    91
    54
    I
    22
    PI
    100
    98
    98
    100
    83
    28
    7i1
    ,
    100
    99
    96
    100
    99
    92
    100
    99
    ..,;-
    0
    .
    5
    1-2
    .
    0
    0.4
    0.5
    0.6

    alt
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    o
    .
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    -
    0
    Ul
    Ul
    w
    O.
    a:::
    6
    f-
    Ul
    a:::
    0
    (
    f-
    ,
    «
    o
    .
    4
    >
    W
    0
    0
    W
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    -'
    O.
    ir
    2
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    a:::
    t>
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    z
    O.
    r.
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    ~
    0.0
    .
    ~
    .r~
    ~~
    ~
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    ~
    f
    f
    ¢I
    Of
    V
    DEPTH
    FAILURE
    f
    CURVE
    BORING
    -1EIL
    STRAIN
    (