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
    :::::~= =::::::-===:~~~:==,================:~:~~~=:~~::~~~:~:~:~====================
    ::::'F===:::=
    ~::::=j=::=-F=::=-==:~== =:=:~::~~~~~::~~~:~==ll=:~~;:l:~~::
    90-68
    lQ
    3-5
    Stiff brown CLAY w/ fe stains
    CH
    37
    90-68
    2Q
    5-7
    Stiff brown CLAY
    wI
    si
    pc~ts
    &fe stns
    90-68
    3Q
    7-9
    tl
    0"
    gray
    CLAY wi
    few sand pockets
    90-68
    4Q
    9-11
    If
    i rm ot lve gray CLAY
    90-68
    5Q
    11-13
    ,
    ~y
    stiff brown CLAY
    wI
    ferrous nodules
    90-68
    6Q
    13-15
    ~iff
    brown and gray CLAY
    wI
    few sand pockets
    90-68
    7Q
    I
    15-17
    Stiff brown CLAY
    wI
    calc nodules
    90-68
    8Q
    17-19
    v
    )/.
    y stiff brown CLAY
    wI
    sa
    sms
    &
    calc nods
    90-68
    9J
    19_5-21
    1
    ,,
    !t
    '
    iff
    ol gray and tan CLAYEY SAND
    w/cl
    pckts & calc nods
    90-68
    10Q
    22-24
    S
    iff
    greenish gray and tan cCArEY SAND
    ,
    24-25
    ,S
    '
    ~
    90-68
    11J
    Very
    stiff
    gray &red SANOY CLAY w/eatc deps &fe stns
    90-68
    12Q
    26_5-28-5
    Very stiff red SANDY CLAY wI calc nods &fe
    stns
    90-69
    1J
    3-5
    Stiff tan SANDY CLAY
    wI
    sa
    sms &fe stns
    90-69
    2J
    5_5-7
    Gray and tan CLAYEY SAND w/ct sms &calc deps
    l....,~
    90-69
    3J
    10_5-12
    Brown CLAY
    wI
    sa sms,
    fe stns &calc nods
    90-69
    4J
    15.5-17
    Brown CLAY
    wI
    silty clay
    seams
    90-69
    5J
    205-22
    Soft gray CLAY
    wI
    si pckt
    s
    , fe stns &calc deps
    90-69
    6Q
    25-27
    Stiff gray and red CLAY
    wI
    fe stns &calc nods
    90-69
    7Q
    27-29
    Gray CLAY
    wIfe
    stains and calc deposits
    90-69
    8Q
    29-31
    Very
    stiff
    red CLAY
    wI
    calc deps &fe stns
    CH
    38
    CH
    49
    72
    64
    CH
    42
    CH
    34
    CH
    31
    93
    63
    CH
    33
    CH
    33
    SC
    21
    SC
    18
    111
    C
    L
    17
    CL
    17
    37
    CL
    19
    SC
    25
    CH
    28
    CH
    37
    CH
    53
    CH
    33
    CH
    33
    88
    76
    CH
    32
    26
    23
    100
    99
    97
    100
    97
    91
    100
    76
    100
    75
    100
    80
    1f-
    100
    99
    95
    0_8
    1-8
    alt
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    ~
    ~
    ~
    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
    eo
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