1. CONFIRMATION NOTICE DY06 _7 - Final Report AI 52
    2. CONFIRMATION NOTICE DY06 _7 - Final Report AI 53
    3. CONFIRMATION NOTICE DY06 _7 - Final Report AI 114
    4. CONFIRMATION NOTICE DY06 _7 - Final Report AI 137
    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-B24
    BORING TYPE:
    Borrow Source
    DEPTH:
    15'
    ELEVATION:
    23.17'
    X (US SURVEY FT):
    3226641.04
    Y (US SURVEY FT):
    13832554.90
    DEPTH TO WATER:
    2.8'
    alt
    alt
    alt
    alt
    alt
     
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    ~y ~ ~
    !I~'
    ljv(7
    ..
    '
    0-2
    I
    12
    I 5"T I
    =
    --r-:-f
    e
    '> t!l/l ''"' ... I" ,-,
    1
    .$5-.,
    7"
    i..j
    20
    >I
    ',!
    "
    Weather:
    Comments:
    US Army
    COrP$
    of Engineers,
    GalvestG>n District
    -2000
    Fdrt
    Point Road/P.O. Box 1229
    Galveston,
    TX 77553-1229
    Pocket
    Pene.
    (tsf)
    112
    ..",
    ,.,,-
    '
    ....
    1
    l~
    ---
    .,~.
    ..;;~
    Shear
    Strength
    (tsf)
    ~
    ~
    AJlI"
    \
    "')
    "1
    )
    I
    i
    -)-
    ~)L
    '-!
    Boring:
    DatelTime
    Designated X
    Designated
    Y
    (~:
    Z 9.,75
    "LObi
    Z
    (Elevation):
    h4"L
    Water Depth (15 min.):
    2
    I
    t?
    Description (SOIL TYPE, color, moisture, plasticity, consistency, density, inclusions, etc.)
    i')
    )
    \
    ./
    /
    (
    !~
    ',1' 1/
    !..
    <10
    ("<.
    I)
    ,
    eo
    Quaternary Resource Investigations, L.L.G
    Government
    &
    Industry in Harmony with the Environment
    13588 Florida Boulevard, Baton Rouge, Louisiana 70819
    alt
     
    28
    10
    30
    27
    22
    32
    -
    -
    -
    -
    12
    0
    18
    0
    15
    0
    15
    ST
    NR
    SS
    NR
    SS
    NR
    SS
    2-1-1
    (2)
    2-1-1
    (2)
    1-1-1
    (2)
    Clayey SAND; fine grained, light orangish
    brown, moist, very loose, silty
    fine to coarse grained, gray, wet, with
    common shell fragments, carbonaceous
    not carbonaceous
    with tree roots
    SAND with CLAY; sand fine to coarse
    grained, gray, wet, very loose, with common
    shell fragments, carbonaceous and clayey
    Very silty clayey SAND; fine grained, gray,
    wet, very loose
    Bottom of borehole at 15.0 feet.
    SC
    SP-
    SC
    SC
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Eddie Ficker
    GROUND ELEVATION
    23.1655 ft
    NORTHING
    13832555 ft
    WEATHER
    cloudy, mid 30s, breezy
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3226641 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    15 ft
    DATE STARTED
    12/7/2013 10:30:00 AM
    COMPLETED
    12/7/2013 11:30:00 AM
    AT TIME OF DRILLING
    3.30 ft / Elev 19.87 ft
    24 HOURS AFTER DRILLING
    2.80 ft / Elev 20.37 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-B24
    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
    USCS
    Symbol
    SUMMARY TABLE OF LABORATORY TEST DATA
    Unconfined Compression
    UU Triaxial Test
    CU Triaxial Test
    Symbol
    Symbol
    Symbol
    γd
    Direct Shear
    Symbol
    Strenght Tests
    Wc
    Atterberg Limits
    PP
    % by weight passing sieve
    Client: QRI
    Terracon Project # : 92135456
    Grain Size Analysis
    SPTn
    Project Name: Alexander Island
    Boring
    Depth
    LL
    PL
    PI
    Field Tests
    TV
    0-2
    -
    100
    100
    99
    68
    6
    0
    94
    6
    SP-SC*
    14
    2-3.5
    3.5-5
    -
    17
    94
    94
    93
    74
    18
    8
    6
    86
    8
    SP-SM*
    19
    0.14
    35
    19
    SP**
    Hydrometer could not be properly performed due to low fine content. Direct shear
    classified as unsuitable during suitability testing. Suitable during sample preparation.
    5-8.5
    8.5-10
    1.25
    0.55
    3
    21
    10-12
    1.25
    0.55
    37
    13
    24
    100
    100
    99
    96
    69
    0
    31
    69
    CL
    22
    12-13.5
    -
    26
    13.5-15
    -
    7
    19
    0-2
    -
    100
    99
    99
    80
    16
    1
    83
    16
    SM*
    13
    2-3.5
    3.5-5
    -
    10
    100
    99
    84
    16
    6
    0
    94
    3
    3
    6
    SP-SM*
    19
    5-8.5
    8.5-10
    -
    2
    50
    10-12
    0
    0.1
    109
    29
    80
    100
    99
    92
    0
    8
    92
    CH
    70
    12-13.5
    0
    0.1
    98
    29
    69
    100
    100
    100
    98
    93
    0
    7
    93
    CH
    83
    13.5-15
    -
    2
    20
    0-2
    0
    0.15
    43
    16
    27
    97
    95
    93
    73
    43
    5
    52
    43
    SC
    26
    2-4
    0
    0.15
    30
    4-5
    -
    100
    99
    97
    80
    30
    1
    69
    30
    SC*
    23
    5-8.5
    8.5-10
    -
    47
    19
    10-13.5
    13.5-15
    -
    3
    43
    0-2
    -
    100
    99
    99
    79
    47
    1
    52
    47
    SC*
    36
    2-3.5
    3.5-5
    -
    5
    100
    100
    100
    98
    47
    0
    53
    47
    SC*
    25
    5-8.5
    8.5-10
    -
    11
    23
    10-13.5
    13.5-15
    -
    4
    26
    0-2
    -
    30
    2-3.5
    3.5-5
    -
    2
    100
    99
    99
    95
    28
    1
    71
    28
    SC*
    27
    5-8.5
    8.5-10
    -
    2
    100
    100
    100
    94
    10
    0
    90
    10
    SP-SC*
    22
    10-13.5
    13.5-15
    -
    2
    32
    0-2
    1.25
    100
    99
    97
    94
    0
    6
    94
    CH*
    37
    2-4
    1.5
    62
    22
    40
    CH*
    26
    4-6
    0.75
    20
    6-8
    0.5
    52
    21
    31
    CH*
    25
    8-10
    -
    97
    95
    94
    82
    34
    5
    61
    34
    SC*
    22
    10-13.5
    13.5-15
    -
    14
    19
    0-2
    -
    100
    100
    99
    72
    0
    28
    72