1. CONFIRMATION NOTICE DY06 _7 - Final Report AI 19
    2. CONFIRMATION NOTICE DY06 _7 - Final Report AI 20
    3. CONFIRMATION NOTICE DY06 _7 - Final Report AI 98
    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-B06
    BORING TYPE:
    Borrow Source
    DEPTH:
    15'
    ELEVATION:
    27.97'
    X (US SURVEY FT):
    3225137.02
    Y (US SURVEY FT):
    13830319.06
    DEPTH TO WATER:
    2.9'

    alt
    alt
    alt
    alt
     
    1
    \
    '.
    Client:
    USACE-Galveston District
    Boring:
    /3 -
    Bo'
    DatelTime Drilling Begun: I
    Z
    .f
    8
    ~13
    !l2. L.{ 5
    DatelTime Drilling Ended:
    (?-.r'a.o/IJ£'.S"
    Pa~~
    /I>F/
    '-'
    1
    -:-.)..') O' I
    . ,
    [Y
    ~
    -ls-DODD'DYl'l(p
    Driller:
    -::5.
    New
    Logger: f.
    f,~
    Designated
    X
    (Easting):
    3'2.
    'LS06Ci
    Drill Rig:
    MDb;f~
    ~
    51-
    Designated Y (Northing):
    IJeJol-/tq
    Z
    (Elevation):
    Total depth:
    /5.'0
    Initial Water Encounter (Depth, date/time): 3.l./.f+-. ,
    1. (cJ. 13/ I
    z.)L/
    Water Depth (15 min.):
    2..
    ,9
    -f+-
    Feet
    0
    -
    -
    y
    -_
    ..
    '? -
    5-
    -
    -
    -
    -
    10-
    -
    _.-
    -
    -
    15 .-..-
    -
    -
    -
    20
    Sample
    Amount
    Sample
    USCS
    Material
    ~
    Number
    Log
    Interval
    Obtained
    Blow
    of Tubes
    (tt)
    (in)
    Counts
    511
    0-2
    l~
    <)1
    IE>
    ~
    ,.s-
    17.-
    J.5-
    l
    G
    >'1
    .4?u
    2-2-L
    6-8
    3,
    ff,<;-IO
    l3
    5/;$_
    \g
    .8-4€)
    2-'-/- \
    SM,/3t
    [35 -=--
    15
    ~
    \~
    '::7
    S-6-"7-
    ott
    Weather:
    5
    Vi\~
    I
    S\'
    5\..'\
    Q
    ''''1.'
    J -
    (po
    f
    Comments:
    )".A-.
    ft.
    ~ )aM.~
    a..,j
    "'&ve.
    us Army Corps of Engineers. Southwestern Division
    Galveston District
    : 2000 Fort Point Road/P.O. Box 1229
    , Galveston, TX 77553.1229
    Pocket
    Shear
    Pene.
    Strength
    Description
    (SOIL TYPE, color, moisture, plasticity, consistency, density, inclusions, etc.)
    (tsf)
    ~
    ",-
    "",-
    --
    (tsf)
    V.
    Lid,
    +-
    ,,---
    Si!-ti\
    5A;Vb
    (F.
    C)
    I (JIOI(ift-..
    Or~w""
    Ho:st
    1./.
    ~i)05L
    -
    's.I+.1t-
    (viet-
    l~M
    G{cy
    I
    ----
    S.A-.A.
    ~
    (~-
    M')
    I
    Grc:;.v
    IJ.
    9:I+
    v
    v
    SA-A.
    r+:o \
    L.{
    ,(." l/'CfI{
    C[~'Y ~. V~'Y
    Si
    fly
    ,-4;,
    F,.l'e.
    --'
    I t../ (.,
    U hIS' Ork
    ~rQ<...
    +. (J/
    ",J<
    e.~
    f.oJ,
    I1tfltl
    tie"'/-
    V.
    J'.,(f
    Grtt:u".q(~flrlJ
    ..
    Alexander Island
    Houston Ship Channel
    Baytown, TX
    Quaternary Resource Investigations, L.Le.
    Government
    &
    Industry in Harmony with the Environment
    13588 Florida Boulevard, Baton Rouge, Louisiana
    70819
    B=bag, T=tube

    alt
     
    9
    16
    18
    25
    41
    -
    -
    -
    -
    14
    0
    12
    0
    13
    0
    15
    ST
    NR
    SS
    NR
    SS
    NR
    SS
    2-2-2
    (4)
    2-4-1
    (5)
    5-6-7
    (13)
    Clayey SAND; fine to coarse grained, very
    light grayish brown, moist, very loose
    wet, light gray
    fine to medium grained, gray, very silty
    very clayey and very silty, fine grained
    CLAY; dark gray to black, very soft, with
    roots and metal debris, carbonaceous
    Bottom of borehole at 15.0 feet.
    SC
    OH
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Eddie Ficker
    GROUND ELEVATION
    27.9705 ft
    NORTHING
    13830410 ft
    WEATHER
    sunny, 60, slight breeze
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3225009 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    15 ft
    DATE STARTED
    12/18/2013 12:45:00 PM
    COMPLETED
    12/18/2013 1:55:00 PM
    AT TIME OF DRILLING
    3.40 ft / Elev 24.57 ft
    24 HOURS AFTER DRILLING
    2.90 ft / Elev 25.07 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-B06
    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 15:02 - 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