1. project 254.pdf
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    SUMMARY OF
    TEST RESULTS
    Galveston District. Corps of Engineers
    Oel ivery Order No. 0016
    Brazos Island Harbor
    Brownsville Ship Channel
    :::~.l.~ .;;~~;;;;~;;~;;;:~~~::
    ....................
    j;;:~
    ...
    :~
    .::.__
    .~.
    __.::..
    l.:.::::!~~;~:::~~~~:
    90~79
    2Q
    !
    5-10
    Finn brown CLAY
    wI
    sand pckts, shell frags &ferrous nod CH
    28
    100 93
    82
    90-79
    3Q
    10-14
    Firm brown CLAY
    wI
    vert sandy clay sms &ferrous nods
    CH
    35
    90-79
    4Q
    14
    .
    5-15
    Firm brown CLAY
    ~/
    ferrous nodules
    CH
    36
    87
    56
    27
    100
    99
    91
    0.9
    90-79
    SJ
    15-18
    Olive gray fine SILTY SAND w/clay pckts &free water
    SM
    90
    -
    79
    6J
    18-20
    Olive gray fine SANDY SILT
    wI
    clay pockets
    ML
    90-79
    7J
    20-25
    Brown CLAY w/silt pckts &sandy clay seams
    CH
    90-79
    80
    25-27
    Brown CLAY w/ferrous stains
    CH
    90-79
    9Q
    27-29
    Sample Not Received in Lab
    90-80
    1Q
    3-5
    Stiff brown CLAY
    wI
    silt partings &pockets
    CH
    90-80
    2Q
    5-7
    Finm brown CLAY
    wI
    silt pockets
    CH
    90-80
    3Q
    7-9
    Firm dk gray and brown CLAY
    wlsi
    parts &pckts &sa sms
    CH
    90-80
    4Q
    9-11
    Soft brown CLAY
    wI
    silty clay sms &parts
    CH
    90-80
    5
    13_5-15
    Olive gray CLAY
    wi
    silt partings
    CH
    ~
    90-80
    6
    18.5-20
    Olive gray CLAY
    wI
    sand pockets
    CH
    90-80
    7
    20-22
    Firm brown CLAY
    wI
    ferrous stns &silt pckts
    CH
    90-80
    8
    ,
    22-24
    Stiff brown CLAY
    wI
    silt pockets
    CH
    90-80
    9
    I
    24-26
    Firm brown CLAY
    wi
    silt pockets
    CH
    90-80
    10
    26-28
    Soft brown CLAY
    wI
    silt pckts &ferrous stns
    CH
    90-80
    11
    28-30
    Soft brown CLAY
    wI
    silt seams
    CL
    90-80
    12
    30-32
    Soft olive gray SILTY CLAY
    wI
    clay pckts &ferrous stns
    CH
    90-80
    13
    32-34
    Stiff brown CLAY
    wI
    silt pockets
    CH
    90
    -
    80
    14
    34-36
    Stiff b
    r
    own CLAY
    wi
    ferrous
    stain
    s
    CH
    90-80
    15
    36-38
    Stiff brown CLAY
    CH
    90-80
    16
    38-40
    Sample Not Received
    in lab
    90-80
    17J
    43
    .
    5-45
    Brown CLAY
    CH
    90-80
    180
    45-47
    Sample Not Te
    s
    ted
    90-80
    19Q
    47-49
    Stiff brown CLAY
    wi
    silt pockets
    CH
    I
    36
    31
    4)
    37
    3
    1-
    34
    43
    39
    37
    30
    30
    33
    30
    32
    40
    89
    70
    75
    65
    78
    39
    89
    68
    n
    62
    100
    96
    58
    100
    30
    100
    99
    96
    0_5
    92
    87
    84
    83
    100 99
    0.5
    20
    100
    99
    99
    0
    .
    2
    28
    100
    1.1
    100
    99
    32
    100
    1.4
    alt
    alt
    4-
    ~
    b
    '"
    b
    "-
    '"
    b
    b
    (J)
    (J)
    w
    0::
    f-
    (J)
    0::
    0
    f-
    «
    >
    w
    0
    0
    W
    N
    --'
    «
    L
    0::
    0
    z
    I
    .
    2
    1.0
    0.8
    0.6
    0.4
    DEPTH
    FAILURE
    FAILURE
    CURVE
    BORING
    --1EIL
    STRAIN (%)
    STRESS (KSFl
    eee
    9