1. CONFIRMATION NOTICE DY06 _7 - Final Report AI 42
    2. CONFIRMATION NOTICE DY06 _7 - Final Report AI 43
    3. CONFIRMATION NOTICE DY06 _7 - Final Report AI 109
    4. CONFIRMATION NOTICE DY06 _7 - Final Report AI 136
    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-B16
    BORING TYPE:
    Borrow Source
    DEPTH:
    15'
    ELEVATION:
    25.72'
    X (US SURVEY FT):
    3224743.97
    Y (US SURVEY FT):
    13831628.99
    DEPTH TO WATER:
    2.3'

    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
     
    11-5'
    --
    \
    -
    4
    -.)
    ~
    ~
    e
    Q
    1
    tot;o
    Client:
    USACE-Galveston District
    Date/Time Drilling Begun:
    Driller: -::r;
    Drill Rig:
    Total
    USCS
    ~
    Number
    Feet
    Log
    Blow
    of Tubes
    0
    Counts
    SC
    0-2
    2-0
    57
    y
    Xl-
    5
    SM
    I'L
    t;-g..,
    , p,
    CH
    10
    CHls~
    ST
    12-1,-/
    S-r
    /Lf-
    .£J-
    15
    IS",S
    /2
    1-2-'[.
    us Army Corps of Engineers. Southwestern Division
    Galveston District
    2000 Fort Point Road/P.O. Box 1229
    Galveston. TX 77553-1229
    /1.. HY
    -13-0- aDoJ DVDG,
    Boring:
    Date/Time Drilli
    Ended:
    IZ. LL.. 13
    r
    Designated X (Easting):
    '5 '2..
    'b'i-'
    Designated Y (Northing): /
    yaJ I
    (PZ,
    Z (Elevation):
    ~"I'L
    Water Depth (15 min.):
    1!
    .3
    -I-
    Pocket
    Shear
    Pene.
    Strength
    Description
    (SOIL TYPE, color, moisture, plasticity, consistency, density, inclusions, etc.)
    (tsf)
    (tsf)
    (/~ey/ 3,'/t~ ~{r=--CJ ,ff~i!+
    to
    vJ~+
    I
    ~·(OW"
    -to
    (6,.,,4J411
    .,....-
    .,....-
    s-hr!/,
    S;lf
    o
    ~
    (F-C-) (
    '~(~'r
    I
    cJ~+
    (Luos t..
    (),~
    ,
    LIJ"-"r
    S,
    I+~
    CLAY
    (
    <3>OlJJ~;JA
    t Mo
    i I
    ~
    I
    H-il-
    ~
    jp.J-t.
    ()o-f-t
    6,3~
    S'
    A-
    ,4 ,
    ~ 'X.~"t
    V. L/';d
    '.1
    w,f!...
    Br~-.>~
    I
    (
    )
    We+
    A-~.mJ
    ....
    t
    f,'ff'j!A!:!.P
    r:::~1
    'JJ..tl/ -Fr..
    y
    ¥
    0.3
    (;..r£
    o
    I'...t::C'r'D.J
    .f
    -
    ..--
    S. I+.h.
    ':.
    .,Sallo\-t
    IItf
    #-I.{)I/~
    fr,,) " ':
    (("'':;,4\.0(
    It-t-J
    Alexander Island
    Houston
    Ship Channel
    Baytown, TX
    .
    Quaternary Resource Investigations,
    L. L.
    C.
    Government
    &
    Industry in Harmony with the Environment
    13588 Florida Boulevard, Baton Rouge, Louisiana 70819
    /J1
    9
    N
    I~
    I
    /';-"2.
    11
    1S-'tc'l
    B=bag, T=tube

    alt
     
    29 69
    18
    98
    16
    83
    62
    22
    30
    0.4
    0.35
    0.3
    -
    -
    0-0.25
    0
    0
    -
    20
    0
    12
    0
    12
    14
    14
    12
    ST
    NR
    SS
    NR
    SS
    ST
    ST
    SS
    5-8-4
    (12)
    0-1-1
    (2)
    1-2-2
    (4)
    Clayey silty SAND; fine to coarse grained,
    very light grayish brown to gray, moist to
    wet, loose, with common shell fragments
    Clayey SAND; fine to coarse grained, gray,
    wet, loose
    Silty CLAY; light brownish gray, moist, high
    plasticity, soft
    light brownish gray, moist, high plasticity,
    soft; mixed with very light brown silty SAND
    (fine to coarse grained), wet, with abundant
    shell fragments
    Very silty SAND; fine to medium grained,
    gray, wet, slightly carbonaceous
    Very silty clayey SAND; fine to medium
    grained, wet, loose
    Silty CLAY; brownish gray, moist, soft,
    carbonaceous
    Bottom of borehole at 15.5 feet.
    SC
    SC
    CH
    SM
    SC
    CL
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Eddie Ficker
    GROUND ELEVATION
    25.7174 ft
    NORTHING
    13831629 ft
    WEATHER
    partly cloudy, 60, slight breeze
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3224744 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    15.5 ft
    DATE STARTED
    12/22/2013 9:25:00 AM
    COMPLETED
    12/22/2013 10:50:00 AM
    AT TIME OF DRILLING
    2.90 ft / Elev 22.82 ft
    24 HOURS AFTER DRILLING
    2.30 ft / Elev 23.42 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-B16
    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
    -
    17
    2-3.5
    3.5-5
    0.5
    3
    26
    5-7
    1.25
    15
    7-9
    0
    0.25
    26
    9-11
    -
    19
    11-13.5
    13.5-15
    0
    0.2
    3
    49
    16
    33
    100
    95
    81
    0
    19
    81
    CL
    35
    15-17
    -
    32
    17-19
    18-20
    0.5
    109
    29
    80
    100
    99
    94
    0
    6
    94
    CH
    45
    73
    0.51
    45
    73
    CH**
    20-22
    0.5
    61
    22-24
    0
    0.35
    81
    35
    46
    CH*
    66
    61
    0.48
    66
    61
    CH**
    24-26
    0
    0.35
    49
    26-28
    0.5
    58
    28-30
    0
    0.35
    51
    69
    0.45
    51
    69
    CH**
    0-2
    -
    94
    93
    90
    48
    12
    7
    81
    12
    SP-SC*
    14
    2-3.5
    3.5-5
    -
    19
    20
    5-8.5
    8.5-10
    -
    8
    7
    10-12
    -/0
    -/0
    1
    12-13.5
    13.5-15
    0
    0.25
    2
    82
    0-2
    -
    17
    2-3.5
    3.5-5
    -
    4
    100
    100
    95
    17
    0
    83
    17
    SM*
    18
    5-8.5
    8.5-10
    -
    2
    81
    24
    57
    CH*
    42
    10-12
    1.0
    38
    14
    24
    CL*
    49
    74
    0.42
    49
    74
    CH**
    12-13.5
    13.5-15
    -
    4
    100
    100
    100
    97
    83
    60
    0
    40
    31
    29
    60
    CL*
    25
    15-18.5
    18.5-20
    -
    2
    26
    20-22
    100
    94
    94
    91
    76
    6
    18
    76
    CH*
    38
    22-23.5
    23.5-25
    0
    0.3
    2
    95
    24
    71
    CH*
    73
    25-27
    0
    0.3
    45
    27-29
    0
    0.3
    108
    27
    81
    CH*
    76
    29-31
    0
    0.2
    73
    54
    0.22
    73
    54
    CH**
    31-33
    0
    0.2
    95
    29
    66
    CH*
    72
    33-35
    0
    0.1
    98
    29