1. CONFIRMATION NOTICE DY06 _7 - Final Report AI 29
    2. CONFIRMATION NOTICE DY06 _7 - Final Report AI 30
    3. CONFIRMATION NOTICE DY06 _7 - Final Report AI 31
    4. CONFIRMATION NOTICE DY06 _7 - Final Report AI 103
    5. CONFIRMATION NOTICE DY06 _7 - Final Report AI 136
    6. CONFIRMATION NOTICE DY06 _7 - Final Report AI 143
    7. CONFIRMATION NOTICE DY06 _7 - Final Report AI 144
     
    ALEXANDER ISLAND
    BORING SUMMARY SHEET
    BORING ID:
    13-B11
    BORING TYPE:
    Borrow Source
    DEPTH:
    60'
    ELEVATION:
    26.37'
    X (US SURVEY FT):
    3225389.99
    Y (US SURVEY FT):
    13831061.05
    DEPTH TO WATER:
    2.2'
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
     
    -
    Client: USACE-Galveston District
    Boring:
    Date/Time Drilling Begun:
    ,
    z.z. , /:3
    Date/Time
    Ended: I
    t.
    1'2...
    Driller: :;;
    Designated X (Easting):
    Drill Rig:
    Designated Y (Northing):
    13S3JMQ/
    Z (Elevation):
    Total depth: .:3
    c>
    Initial Water Encounter (Depth, date/time): 3./
    A-
    /
    ~
    .
    2.
    t .
    Water Depth (15 min.): 2, 2
    r-r-
    Feet
    USCS
    Log
    A
    t
    Sample
    Sample
    moun
    Pocket
    Interval
    Material
    Type
    Number Pene.
    Obtained
    Blow
    of Tubes
    Shear
    Strength
    Description
    (SOIL TYPE, color, moisture, plasticity, consistency, density, inclusions, etc.)
    (tsf)
    (ft)
    (in)
    Counts
    (tsf)
    O--+----+----~~~----~--~----_r----~-----------------------------------------------4
    2-1
    US Army Corps of Engineers, Southwestern Division
    Galveston District
    2000 Fort Point Road/P.O. Box 1229
    Galveston, TX 77553-1229
    Alexander Island
    Houston Ship Channel
    Baytown,
    TX
    eRI
    l'1eJ
    .
    ~ M~J.,·v*,
    if.
    -=-\l,.ry
    Quaternary Resource Investigations,
    L.L.c.
    Government
    &
    Industry in Harmony with the Environment
    13588 Florida Boulevard, Baton Rouge, Louisiana
    70819
    B=bag, T=tube
    alt
    alt
     
    \
    Client:
    USACE-Galveston District
    Boring:l1-BII
    ...
    Page 2
    .)F2..
    Sample
    Amount
    Sample
    ~~~~:~
    Pocket
    Shear
    Feet
    USCS
    Interval
    Material
    llilli
    Pene.
    Strength
    Description
    (SOIL TYPE, color, moisture, plasticity, consistency, density, inclusions, etc.)
    Log
    (ft)
    Obtained
    Blow
    (tst)
    (tst)
    20
    (in)
    Counts
    -
    c.lf
    ~~-2Z.
    7
    IT
    "
    9·~
    ./"
    5'./1" A
    ~
    'S't:>
    F+-
    +0
    I't
    e.,f.
    ..r+,
    'R
    ...
    -
    ~/1/t'+
    2'L-'2i
    20
    ~I
    'T
    rj
    (}.3~
    eL,4--Y
    I
    ~~~tieyl)40t'./r/
    M;;,. f/4rf;
    VS6H-
    -
    25-
    oH-ic,.,
    Z,-/-2(",
    1£/
    51
    I
    .,
    (J
    (),3{
    <;;.
    A.
    It~·
    D"rk
    ~n:; ~(0
    .j- '3\
    K
    C-ol-t)
    ~
    31
    J
    ~.
    p...
    Pr.;
    !1;xe)
    WI
    ~/uk
    .}-
    U,M- Brow",
    C"HJ
    ~-
    011-/((1
    Z&-28
    13
    (j,S
    --
    -r
    O!+J
    ..!- 'I
    r ....c<-
    ~
    h,,-<.
    J"A
    ~
    -
    ~
    .. -
    OH/cH
    '28-30
    8
    )/
    IT
    (,i
    O,3S'
    5.f:J.ft-.
    ,.,,..
    0
    E;'Ill>V
    Af..
    r ...)
    p,
    (1.e1
    1
    ~
    (:.
    ?
    1£.30
    I
    -
    5"-k.
    r
    peJ.
    dl';(/'~.
    -
    ~
    -
    -
    35 -_.-
    -
    -
    --
    -
    40
    Weather:
    IZ-Z:Z.-/j
    :gr<qYfi)vac..o.r-r/"-"-~o·F
    Comments:
    ~
    I\< ':-
    (;1
    wl(
    USCS Log
    ?/o,+'
    ::
    Pkfh~/'i?r
    V',
    -;:.-V~y
    1"A
    ~rllr~O
    1~{tf'l
    I
    r:Wi~l
    !
    $Ci_6~
    us Army Corps of Engineers, Southwestern Division
    Alexander Island
    .1~I
    Quaternruy Resource Investigations.
    L.L.c.
    Galveston District
    2000 Fort Point Road/P.O. Box 1229
    Houston Ship Channel
    Government
    &
    IndustfY in Hannony with the Environment
    Galveston, TX 77553-1229
    Baytown, TX
    13588 Florida Boulevard, Baton Rouge, Louisiana 70819
    B=bag, T=tube
    alt
     
    16
    29
    35
    33
    80
    46
    81
    94
    49
    109
    81
    17
    26
    15
    26
    19
    35
    32
    45
    61
    66
    49
    58
    51
    73
    61
    69
    0.25
    0.2
    0.35
    0.35
    0.35
    -
    0.5
    1.25
    0
    -
    0
    -
    0.5
    0.5
    0
    0
    0.5
    0
    18
    0
    9
    16
    21
    21
    0
    19
    18
    0
    18
    7
    20
    14
    13
    8
    ST
    NR
    SS
    ST
    ST
    ST
    NR
    SS
    ST
    NR
    ST
    ST
    ST
    ST
    ST
    ST
    1-1-2
    (3)
    1-1-2
    (3)
    Silty clayey SAND; fine to coarse grained,
    gray, moist, loose, shell fragments common
    Silty SAND; (fine to medium grained, gray,
    wet, very loose) mixed with silty CLAY
    (reddish brown and brownish gray, moist,
    high plasticity, soft)
    Silty SAND; (fine to medium grained, black,
    wet, very loose, carbonaceous) mixed with
    silty CLAY (reddish brown and brownish
    gray, moist, high plasticity, soft) with black
    organic CLAY
    Silty clayey SAND; fine to coarse grained,
    very light brownish gray, wet, shell
    fragments common
    Silty CLAY; with SAND, very light brownish
    gray, moist, medium plasticity, soft
    reddish brown, moist, high plasticity, stiff
    silty CLAY mixed with very clayey SAND,
    fine to coarse grained, very light brownish
    gray, moist
    CLAY; very light brownish gray, moist, high
    plasticity, stiff
    brownish gray, soft
    soft to medium stiff
    dark gray (CH) to black (OH), moist, high
    plasticity, very soft
    light brown (CH) and black (OH), with trace
    of fine SAND
    Bottom of borehole at 30.0 feet.
    SC
    SM
    CL
    SC
    CL
    CH
    0.51
    0.48
    0.45
    2
    3
    4
    0
    9
    0
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Eddie Ficker
    GROUND ELEVATION
    26.3712 ft
    NORTHING
    13831061 ft
    WEATHER
    cloudy, 60, breezy
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3225390 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    30 ft
    DATE STARTED
    12/22/2013 12:20:00 PM
    COMPLETED
    12/22/2013 2:55:00 PM
    AT TIME OF DRILLING
    3.10 ft / Elev 23.27 ft
    24 HOURS AFTER DRILLING
    2.20 ft / Elev 24.17 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
    20
    25
    30
    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-B11
    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