1. project 254.pdf
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    90-86
    lQ
    3-5
    90-86
    2J
    5-7
    90-86
    3J
    7_5-9
    90-86
    4J
    12_5-14
    90-86
    5Q
    14-16
    90-86
    6Q
    16-18
    90-86
    7Q
    18-20
    90-86
    8Q
    20
    -
    22
    90-86
    9Q
    22-24
    90-86
    log
    24-26
    90-86
    11 J
    26-28
    90-86
    12J
    28_5-30
    90-86
    13J
    33_5-35
    90-86
    14J
    38
    _
    5-40
    90-87
    lQ
    3-5
    90
    -
    87
    2J
    5-7
    90-87
    3J
    7_5-9
    90-87
    4J
    12_5-14
    90-87
    5J
    17_5-19
    90-8
    7
    6J
    22.5-24
    SUMMARY OF
    TEST RESULTS
    Galveston District, Corps of Engineers
    Delivery
    Order No. 0016
    Visual
    Classification
    Brazos
    Island
    Harbor
    Brownsville Ship Channel
    =====
    =
    =-----------=:;::;::;::;:==:;::;:=======================-=:;::;::;:
    ":;""T"""
    :;:;:;
    Soft brown CLAY
    CH
    35
    85
    Olive gray CLAY
    wI
    si
    lt pckt
    s
    &
    ferrou
    s
    nods
    CH
    51
    Brown CLAY
    wI
    sand
    pockets &
    ferrous
    nodules
    CH
    44
    Brown CLAY
    wI
    silt pockets
    CL
    30
    Stiff brown CLAY
    wi
    si
    pckts,
    s
    a pckts &
    fe nods
    CH
    31
    Stiff brown CLAY wI
    sand
    pock
    ets
    CH
    31
    89
    Very stiff brown C
    L
    AY
    wI
    ferrou
    s
    stains
    CH
    27
    Very
    stiff
    brown CLAY
    slickensided
    wI
    ferrous
    stns
    CH
    29
    Very stiff dark brown CLAY w/calcareous dePs
    CH
    31
    91
    Very stiff brown
    C
    LAY
    wI
    calcareou
    s
    deps
    CH
    27
    Olive gray SILT wI
    free water
    MH
    Brown CLAY wI silt
    pckts
    &
    free water
    CH
    Brown CLAY
    CH
    Brown
    CLAY
    wI
    silt
    pockets
    CH
    50
    Firm
    brown
    CLAY wI
    sand
    pockets
    CH
    39
    84
    Brown
    SILTY CLAY
    CL
    Brown
    SILTY CLAY wI clay
    pockets
    CL
    Brown fin
    e
    SANDY SILT
    wI
    clay pckts
    ML
    Brown
    SILTY
    CLAY
    CL
    Olive gray fine
    SANDY
    SILT
    wI
    free
    water
    ML
    27
    PL
    PI
    ===========--:;::;::;:-
    54
    29
    44
    69
    31
    64
    31
    52
    64
    32
    X
    Passing Sieve No.
    4
    10
    40
    200
    Su
    Su
    (ksf) (ksf)
    J
    Grad
    a
    tion
    ,
    J
    UNCi TV
    --
    ======:============ ======
    :;::;:;::;::;:
    100
    98
    96
    0
    _
    3
    0
    _4
    100
    99
    98
    97
    100
    99
    100
    99
    1.5
    100
    99
    98
    100
    99
    98
    100
    97
    0.7
    0_4
    100
    98
    68
    100
    97
    75
    alt
    alt
    ,
    I
    4-
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    1:>
    1:>
    '-
    1:>
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    1:>
    (f)
    (f)
    w
    0:::
    t-
    (f)
    0:::
    0
    t-
    «
    >
    w
    0
    0
    w
    N
    -'
    «
    L
    0:::
    0
    Z
    1
    .2
    1.0
    0
    .
    8
    0.6
    0.4
    DEPTH
    FAILURE
    FAILURE
    .9URVE
    BQRIN~
    .-!EIL
    STRAIN
    (%)
    STRESS
    (K~F)
    eee
    90-86
    5.0
    17.2
    0
    .
    6