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
    :~~
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    ~;~~e
    ==_
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    _============:~~~~=:~~~~~~~:~:~~================_
    ===::::== ==:::=1:::::=
    =::==-=::====:~==j=:=:~::~~:~~~::~~~:~=~r:
    l
    :~i:!
    ,
    9(;-66
    10
    3-5
    ~~
    irm
    brown CLAY
    wI
    S1
    l
    t
    pc~ts
    & ferrous nods
    CH
    28
    O.5
    ~W
    90-66
    2Q
    5-7
    ~~
    bro";
    and
    -
    gray SILTY CLAY
    w/ sisa
    PCkts
    ~(
    CL
    '
    29
    95
    32
    19
    100 94
    n
    0_5
    ':2!6
    td
    '
    90-66
    3J
    7.5-9
    \Xi
    nn
    brown
    CLAY
    wI
    si~t
    pckts & ferrous nods
    CH
    28
    S~
    r
    j'
    90-66
    4J
    12.5-14
    Sample
    Not
    "
    Received
    in
    lab
    90-66
    SJ
    17.5-19
    W
    i'rm
    brown CLAY
    wi
    few
    fe
    .
    stns, sa &
    sf pckts
    CH
    35
    100 97 91
    90-66
    6J
    22.5-24
    Soft brown and gray CLAY
    w/ silt pockets
    CH
    48
    90-66
    7Q
    26-28
    Firm brown CLAY
    .
    wl
    silt seams
    CL
    34
    42
    90-66
    8Q
    28-30
    Sa~le
    Not Received in Lab
    --
    90-67
    1Q
    3-5
    ~
    ~~~
    rown
    and
    gray CLAY
    wI
    S1 pckts &fe nods
    90-67
    2Q
    5-7
    }
    ~
    ~~
    brown and gray CLAY
    wi
    silt pockets
    90-67
    3Q
    7-9
    Firm
    brown and gray CLAY
    wi
    vert si
    sms &
    fe
    stns
    CH
    33
    CH
    34
    88
    52
    19
    100
    97
    91
    0.7
    CH
    28
    .---
    1
    90-67
    4J
    9-10
    .
    5
    Brown CLAYEY
    SAND
    wI
    clay
    pockets
    ~t7>e..
    §r.
    v"
    100
    73
    25
    90-67
    5Q
    14-16
    Fi'rm brown CLAY
    wI
    silt
    pockets
    CH
    34
    61
    90-67
    6Q
    16-18
    Stiff
    olive gray SANDY SILT
    wi
    clay pockets
    ML
    ./"
    26
    100 72
    90-67
    7J
    18.5-20
    Olive gray SILTY SAND w/ctay
    pockets
    ><\<0
    6 b
    SH
    ..,---
    90-67
    8J
    23.5
    -2
    5
    OLive gray CLAY
    wI
    silt
    partings
    90-67
    9Q
    28-30
    ~
    Stiff
    brown CLAY
    CH
    CH
    33
    69
    alt
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    2
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    n:::
    0
    z
    O.
    0.0
    ~
    ~
    ~
    rf
    p
    -
    DEPTH
    FAILURE
    CURVE
    BORING
    -1EIL
    STRAIN (%)
    -
    eee
    90-67
    7.0
    8
    .
    1
    666
    90
    -
    68
    9
    .0
    3
    .
    7
    -
    E9E9E9
    90
    -
    68
    15
    .
    0
    4
    .
    3
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