1. CONFIRMATION NOTICE DY06 _7 - Final Report AI 27
    2. CONFIRMATION NOTICE DY06 _7 - Final Report AI 28
    3. CONFIRMATION NOTICE DY06 _7 - Final Report AI 102
    4. CONFIRMATION NOTICE DY06 _7 - Final Report AI 135
    5. CONFIRMATION NOTICE DY06 _7 - Final Report AI 143
    6. CONFIRMATION NOTICE DY06 _7 - Final Report AI 144

     
    ALEXANDER ISLAND
    BORING SUMMARY SHEET
    BORING ID:
    13-B10
    BORING TYPE:
    Borrow Source
    DEPTH:
    15'
    ELEVATION:
    27.75'
    X (US SURVEY FT):
    3225763.04
    Y (US SURVEY FT):
    13830892.08
    DEPTH TO WATER:
    2.8'

    alt
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    J
    /Z;1,3
    Client: USACE-Galveston District
    Boring:
    /3-
    Date/Time
    n:
    DatelTime Dril
    Ended:
    '-
    .--z-o.
    Driller:
    Logger:
    Designated X (Easting):
    3'1.1.
    S"/~3
    Drill Rig:
    Designated Y (Northing):,
    ~o~
    Z (Elevation):
    Total depth:
    Initial Water Encounter (Depth, date/time):
    3.L{
    I
    (Z-.7..
    b
    ,lj/Uog
    Water Depth (15 min.):
    Z. 8.+-+-
    Sample
    Amount
    Pocket
    Shear
    Feet
    USCS
    Interval
    Material
    ~
    Number
    Pene.
    Strength
    Description (SOIL
    TYPE~lor~isture,
    plasticity, consistency, density, inclusions, etc.)
    Log
    Obtained
    Blow
    of Tubes
    (ft)
    (in)'.
    Counts
    (tsf)
    (tsf)
    0
    ?
    1+J;!j
    I
    V.
    L-,'5
    l
    -l-
    O(&~~)l ~I
    JI1c..
    0-2
    <)(
    --
    11
    f' / VL6C»(,
    ~1('5~tly
    J'flr
    . ,.
    --
    I
    f4
    .
    ";,,,,
    .
    5
    -
    ...-'
    10
    >.lFf5
    F~'~e',
    LcAI'v"-
    etrrs,ir!
    -+~~~~~~~~+-~~~~~~~~~~~~--~--~--~~~~~!:~~~~~~~~-=~~~~~~~1i~~
    1
    -1t1rl\
    i'\.~
    .
    ·~llt.~
    C
    tlt-\)
    ,
    ...
    ~
    15
    0.1.5"
    S.A.A.
    Dr'( !;r,),
    +..
    ~(~·IL
    h Grey
    20--~--~~--~~
    __
    ~
    ____
    L-__
    ~
    ____
    ~
    ____
    ~
    __________________________________________
    ~~~
    ____
    ~~
    Weather:
    b~rc
    err
    f
    t-z....,
    r-J
    (, 3"
    fC'
    v(f(
    -;:P.ck-
    ,)/J
    ~
    >.I}rlO
    V-:. V<Ii-('
    Comments:
    ~
    _
    Q
    ~
    .A-.A.
    -
    ~..trI.c.- 4~
    #&sq(..
    US Army Corps of Engineers, Southwestern Division
    .
    C3alveston District
    2000 Fort Point Road/P.O. Box
    1229
    Galveston. TX
    77553-1229
    Alexander Island
    Houston
    Ship Channel
    Baytown, TX
    Qu.aternaty Resource Investigations, L.L.C.
    Government
    &
    IndustlY in Harmony with the Environmellt
    13588 Florida Boulevard, Baton Rouge, Louisiana 70819
    f
    B=bag, T=tube

    alt
     
    17
    25
    30
    73
    3
    47
    98
    3
    20
    29
    46
    87
    72
    -/0.15
    0.15
    0.15
    0.15
    -
    -
    -/0
    0
    0
    0
    13
    0
    12
    0
    13
    16
    16
    17
    ST
    NR
    SS
    NR
    SS
    ST
    ST
    ST
    2-5-6
    (11)
    4-1-1
    (2)
    SAND; fine to coarse grained, orangish
    brown, moist, very loose, slightly silty, shell
    fragments common
    gray, wet, loose
    clayey at base
    Silty CLAY; dark gray, moist, high plasticity,
    very soft
    slightly sandy, sand is fine grained, roots
    and carbonaceous debris common
    CLAY; black, moist, high plasticity, very soft
    dark gray to black to dark brownish gray
    Bottom of borehole at 16.0 feet.
    SP
    CL
    CH
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Eddie Ficker
    GROUND ELEVATION
    27.7488 ft
    NORTHING
    13830892 ft
    WEATHER
    cloudy, 63, breezy
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3225763 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    16 ft
    DATE STARTED
    12/20/2013 10:55:00 AM
    COMPLETED
    12/20/2013 12:23:00 PM
    AT TIME OF DRILLING
    3.40 ft / Elev 24.35 ft
    24 HOURS AFTER DRILLING
    2.80 ft / Elev 24.95 ft
    PLASTIC
    LIMIT
    PLASTICITY
    INDEX
    MINUS #200 SIEVE
    CONTENT (%)
    LIQUID
    LIMIT
    ATTERBERG
    LIMITS
    MOISTURE
    CONTENT (%)
    DRY UNIT WT.
    (pcf)
    FIELD TORVANE
    (tsf)
    POCKET PEN.
    (tsf)
    RECOVERY
    (in)
    SAMPLE TYPE
    DEPTH
    (ft)
    0
    5
    10
    15
    SPT BLOW
    COUNTS
    (N VALUE)
    GRAPHIC
    LOG
    MATERIAL DESCRIPTION
    USCS SYMBOL
    COMPRESSIVE
    STRENGTH (tsf)
    FAILURE
    STRAIN (%)
    CONFINING
    PRESSURE (psi)
    PAGE 1 OF 1
    BORING NUMBER 13-B10
    CLIENT
    USACE-Galveston District
    PROJECT NUMBER
    W912HY-13-D-0001-DY06
    PROJECT NAME
    Alexander Island
    PROJECT LOCATION
    Alexander Island, Baytown, TX
    COPY OF PEGGY LAKE GEOTECH BH - PEGGY LAKE TEMPLATE.GDT - 4/4/14 15:03 - F:\QRI DATA\TECHNICAL\JOBS (CURRENT)\ACE - GALVESTON\2012-12-20 GEOTECHNICAL CONTRACT\TASK ORDER DY06 2013-09-10 ALEXANDER ISLAND\DELIVERABLES\ALEXANDE
    Quaternary Resource Investigations, LLC
    13588 Florida Boulevard
    Baton Rouge, LA 70820
    Telephone: 225-292-1400
    Fax: 225-292-1404

     
    3/8 4 10 40 100 200 gravel sand silt clay
    sieve
    200
    C Wc γd
    C Wcγd
    C φ Wc
    C φ c̕φ̕Wcγd
    ft
    tsf tsf bl/ft % % % % % % % % % % % % % %
    % pcf
    ksf
    % pcf
    ksf
    % pcf
    ksf
    º
    %
    ksf
    º
    ksf
    º
    %
    pcf
    0-2
    1.0
    43
    16
    27
    CL*
    22
    2-4
    2.0-2.5
    23
    4-6
    -
    100
    97
    11
    0
    89
    11
    SP-SC*
    23
    5-8.5
    8.5-10
    -
    0
    100
    100
    52
    0
    48
    52
    CL*
    28
    10-13.5
    -
    13.5-15
    -
    4
    33
    0-2
    1.0-2.0
    44
    14
    30
    CL*
    20
    2-4
    -
    34
    12
    22
    99
    98
    98
    89
    49
    2
    49
    49
    SC
    19
    4-5
    0.5-2
    32
    11
    21
    100
    100
    99
    93
    67
    0
    33
    67
    CL
    21
    5-7
    1.0-2.0
    7-9
    -
    100
    100
    100
    88
    61
    0
    39
    61
    CH*
    33
    9-10
    0
    0.25
    78
    10-12
    0
    0.35
    12-14
    0.5
    0.5
    14-15.5
    -
    8
    24
    0-2
    1.25
    47
    16
    31
    CL*
    15
    104
    0.40
    15
    104
    CL**
    2-3.5
    -
    99
    98
    95
    79
    47
    2
    51
    47
    SC*
    17
    4-5
    -
    7
    100
    98
    95
    77
    47
    2
    51
    47
    SC*
    22
    5-8.5
    8.5-10
    -
    4
    74
    24
    50
    CH*
    54
    10-12
    0/0.75
    0.2/-
    74
    55
    0.24
    74
    55
    CH**
    12-14
    1.5
    19
    12
    7
    CL-ML*
    16
    14-15.5
    0-0.75
    12
    27
    0-2
    -
    13
    2-3.5
    3.5-5
    -
    3
    100
    96
    89
    63
    36
    4
    60
    36
    SM*
    30
    5-8.5
    8.5-10
    -
    15
    20
    10-12
    13.5-15
    -
    1
    23
    0-2
    -
    29
    13
    16
    100
    99
    99
    94
    80
    1
    19
    80
    CL
    30
    2-4
    -
    16
    4-5.5
    8
    20
    5.5-8.5
    8.5-10
    3
    26
    10-12
    13.5-15
    14
    28
    0-2
    -
    100
    98
    59
    16
    0
    84
    16
    SC*
    9
    2-3.5
    3.5-5
    -
    4
    18
    5-8.5
    8.5-10
    -
    5
    25
    10-12
    13.5-15
    -
    13
    41
    0-2
    -
    100
    98
    86
    69
    0
    31
    29
    40
    69
    CH*
    25
    2-3.5
    3.5-5
    -
    10
    26
    5-8.5
    No recovery at depth 5‐8.5.
    8.5-10
    -
    4
    21
    10-12
    13.5-15