1. project 254.pdf
    alt
    alt
    alt
    alt
    alt
    alt
     
    90-88
    10
    3-5
    90-88
    20
    5-7
    90-88
    30
    7-9
    90-88
    40
    9-11
    90-88
    50
    11-13
    90-88
    6Q
    13-15
    90-88
    70
    15-17
    90-88
    SO
    17-19
    90-88
    9Q
    19-21
    -
    90-88
    100
    21-23
    90-88
    11 J
    23-25
    -
    90-88
    12J
    25-26
    _
    5
    90-88
    13J
    30-31.5
    90-88
    14J
    35-36.5
    -
    Top
    r:=
    J,
    11
    .3
    -
    90-89
    10
    3-5
    90-89
    20
    5-7
    90-89
    30
    7-9
    90-89
    40
    9-1'
    90-89
    5J
    11-13
    90-89
    6
    13.5-15
    90-89
    7
    18-20
    90-89
    8
    20-22
    90-89
    9
    23.5-25
    SUMMARY OF TEST RESULTS
    Gatyes~on
    District, Corps of Engineers
    Delivery Order No. 0016
    Brazos Island Harbor
    Brownsville Ship Channel
    Finn brown
    CLAY
    CH
    Very stiff dark brown CLAY
    wi
    calcareous deps
    CH
    Stiff dark brown CLAY
    wI
    ferrous noduLes
    CH
    Firm
    b~own
    CLAY
    wI
    ferrous stains
    CH
    Firm red and brown CLAY
    wI
    ferrous nods
    CH
    Red CLAY
    wI
    ferrous nods &calcareous deps
    CH
    -
    Red and gray CLAY
    sls
    wI
    ferrous
    stns
    &silt pckts
    CL
    Very
    stiff
    red CLAY
    wI
    silt parts &ferrous nods
    CH
    Very stiff red CLAY
    wI
    vert sacl sms &pckts
    CH
    Stiff brOW!') CLAY
    CH
    -
    Olive
    ~ray
    SILTY CLAY
    CL
    Olive gray fine SILTY SAND
    -
    .
    SM
    Greenish gray CLAYEY SAND
    SC
    -
    Gray and red SANDY CLAY
    wI
    calcareous deps
    CL
    -
    Stiff brown SANOY CLAY
    CL
    Stiff
    red CLAY
    wI
    si pckts, calc nods &fe
    stns
    CH
    Stift red CLAY
    wI
    stet
    sms, fe &calc nods
    CH
    Stiff red CLAY
    wI
    silt pckts &ferrous
    stns
    CH
    SANOY CLAY w/ clay pockets
    CL
    Olive gray SANOY CLAY
    wI
    clay sms &
    sand
    pckts
    CL
    Very stiff red SILTY CLAY
    wI
    fe
    stns,calc
    deps &si
    pckt
    CL
    Brown SANDY SILT
    ML
    Olive gray SAND
    wI
    clay pockets
    SP
    I
    .,
    ,...
    .....
    "-
    I
    '-
    ~
    ,
    ,
    .
    -'-
    C
    C'
    ""v
    T'
    BY
    s~vt~
    ~
    '==
    :',
    7
    '"
    =
    "Is
    30
    29
    35
    37
    39
    35
    35
    29
    35
    32
    31
    18
    26
    21
    25
    24
    29
    27
    30
    29
    21
    26
    87
    71
    22
    100 99 97
    0.7
    0.6
    82
    67
    22
    100
    99
    98
    97
    0.7
    0.5
    83
    44
    91
    70
    30
    100
    99
    98
    1.7
    100
    99
    96
    I
    100
    78
    30
    99
    38
    17
    100
    99
    83
    1.0
    0.9
    95
    41
    17
    100
    99
    99
    90
    1.1
    0.6
    100
    92
    65
    44
    100
    98
    57
    alt
    I
    .
    4-
    ,..,
    \:)
    I
    .
    \:)
    '-
    ,..,
    \:)
    o.
    \:)
    -
    (f)
    (f)
    w
    O.
    0::
    >-
    (f)
    0::
    0
    >-
    «
    O.
    >
    w
    0
    0
    W
    N
    -'
    O.
    «
    L
    0::
    0
    :z
    O.
    (
    2
    0
    p
    r
    j
    :
    1