1. CONFIRMATION NOTICE DY06 _7 - Final Report AI 64
    2. CONFIRMATION NOTICE DY06 _7 - Final Report AI 65
    3. CONFIRMATION NOTICE DY06 _7 - Final Report AI 120
    4. CONFIRMATION NOTICE DY06 _7 - Final Report AI 138
    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-B30
    BORING TYPE:
    Borrow Source
    DEPTH:
    15'
    ELEVATION:
    27.31'
    X (US SURVEY FT):
    3225210.96
    Y (US SURVEY FT):
    13832605.92
    DEPTH TO WATER:
    0.75'
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
     
    Client: USACE-Galveston District
    DatelTime Drill
    Driller:
    l,.'
    C. ...
    k...
    c: (
    Drill Rig:
    ;).?25'
    l../""1JJZ
    (Elevation):
    Initial Water Encounter (Depth, date/time):
    0
    7
    5"
    Sample
    Amount
    Shear
    Feet
    USCS
    Log
    Interval
    Material
    ~
    (ft)
    Obtained
    Blow
    (in)
    Counts
    Number Pocket
    of Tubes
    Pene.
    (tsf)
    Strength Description
    (SOIL TYPE, color, moisture, plasticity, consistency, density, inclusions, etc.)
    (tsf)
    \n,
    L
    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
    I ,
    1....
    +'
    1.1
    ,~,'"
    '"
    -1.
    ~I
    \j.
    L
    (I
    u
    '<:'
    I
    We.
    I
    v'"''
    ,,~[:
    Quaternary Resource Investigations,
    L.L.c.
    Government
    &
    Industry in Harmony with the Environment
    13588 Florida Boulevard. Baton Rouge, Louisiana
    70819
    )'
    0
    16
    alt
     
    5
    25
    13
    23
    26
    25
    -
    -
    -
    -
    15
    0
    15
    0
    14
    0
    16
    ST
    NR
    SS
    NR
    SS
    NR
    SS
    6-5-5
    (10)
    1-1-2
    (3)
    1-1-1
    (2)
    SAND with CLAY; fine to coarse grained,
    light grayish brown, moist to wet, very loose,
    with common shell fragments
    Silty SAND; fine to medium grained, light
    gray, wet, loose to very loose
    Silty, very clayey SAND; fine to medium
    grained, dark gray, wet, very loose
    orangish brown and gray, fine grained
    Silty SAND; fine to coarse grained, light
    brownish gray, wet
    Bottom of borehole at 15.0 feet.
    SP-
    SC
    SM
    SC
    SM
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Eddie Ficker
    GROUND ELEVATION
    27.3122 ft
    NORTHING
    13832606 ft
    WEATHER
    cloudy, mid 50s, windy
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3225211 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    15 ft
    DATE STARTED
    12/5/2013 1:25:00 PM
    COMPLETED
    12/5/2013 2:23:00 PM
    AT TIME OF DRILLING
    0.75 ft / Elev 26.56 ft
    24 HOURS AFTER DRILLING
    0.75 ft / Elev 26.56 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-B30
    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
    98
    65
    5
    0
    95
    5
    SP-SC*
    13
    2-3.5
    3.5-5
    -
    10
    100
    100
    99
    69
    25
    0
    75
    22
    3
    25
    SM*
    23
    5-8.5
    8.5-10
    -
    3
    26
    10-13.5
    13.5-15
    -
    2
    25
    0-2
    -
    99
    99
    98
    84
    30
    1
    69
    30
    SC*
    18
    2-3.5
    3.5-5
    -
    26
    100
    100
    82
    4
    0
    96
    4
    SP*
    20
    5-8.5
    8.5-10
    -
    6
    100
    100
    99
    82
    49
    42
    0
    58
    13
    29
    42
    SC*
    32
    10-13.5
    13.5-15
    0
    0.25
    9
    32
    0-2
    -
    100
    99
    98
    89
    61
    1
    38
    61
    CL*
    27
    2-3.5
    3.5-5
    -
    19
    100
    99
    75
    15
    9
    0
    91
    4
    5
    9
    SP-SM*
    18
    5-8.5
    8.5-10
    31
    100
    96
    21
    0
    79
    21
    SM*
    20
    10-13.5
    13.5-15
    0
    0.35
    6
    39
    0-2
    -
    19
    2-4
    -
    3
    95 94 92 73
    24
    6 70
    24
    SM* 30
    4-6
    -
    7
    100
    100
    98
    69
    25
    21
    0
    79
    6
    15
    21
    SC*
    23
    6-8
    -
    14
    20
    8-10
    -
    14
    18
    10-13.5
    13.5-15
    -
    9
    100 100 100 88
    59
    0
    41
    59
    CL* 32
    0-2
    1.10
    10
    2-4
    100
    100
    88
    21
    0
    79
    21
    SM*
    12
    4-6
    -/1.0
    12
    20
    6-8
    2.0
    45
    16
    29
    CL*
    22
    107
    8-10
    1.25
    22
    107
    1.11
    22
    107
    CL**
    10-12
    1.25
    42
    14
    28
    CL*
    20
    12-14
    1.75
    26
    99
    0.68
    26
    99
    CH**
    14-16
    1.0
    53
    16
    37
    CH*
    22
    105
    0.77
    22
    105
    CH**
    16-18
    1.5
    21
    18-20
    12
    16
    0.28
    31
    16
    SP**
    20-22
    0.5
    120
    24
    96
    CH*
    51
    71
    0.81
    51
    71
    CH**
    22-24
    0.25
    0.2