1. CONFIRMATION NOTICE DY06 _7 - Final Report AI 76
    2. CONFIRMATION NOTICE DY06 _7 - Final Report AI 77
    3. CONFIRMATION NOTICE DY06 _7 - Final Report AI 78
    4. CONFIRMATION NOTICE DY06 _7 - Final Report AI 79
    5. CONFIRMATION NOTICE DY06 _7 - Final Report AI 126
    6. CONFIRMATION NOTICE DY06 _7 - Final Report AI 127
    7. CONFIRMATION NOTICE DY06 _7 - Final Report AI 139
    8. CONFIRMATION NOTICE DY06 _7 - Final Report AI 143
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    ALEXANDER ISLAND
    BORING SUMMARY SHEET
    BORING ID:
    13-P02
    BORING TYPE:
    Perimeter Levee
    DEPTH:
    60'
    ELEVATION:
    24.82'
    X (US SURVEY FT):
    3225272.89
    Y (US SURVEY FT):
    13827557.13
    DEPTH TO WATER:
    9.6'
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
     
    12
    23
    22
    53
    61
    84
    72
    61
    28
    15
    34
    76
    17
    11
    18
    32
    18
    29
    25
    23
    22
    24
    51
    73
    29
    53
    30
    20
    20
    109
    84
    65
    54
    73
    0.04
    0.07
    0.25
    0.75
    2.0
    0
    0.25
    0
    18
    13
    12
    16
    10
    18
    16
    18
    20
    15
    10
    13
    12
    14
    15
    16
    18
    ST
    SS
    ST
    SS
    ST
    SS
    SS
    SS
    ST
    SS
    SS
    SS
    ST
    ST
    ST
    SS
    SS
    4-9-11
    (20)
    3-3-3
    (6)
    1-6-9
    (15)
    4-4-7
    (11)
    2-3-2
    (5)
    2-2-2
    (4)
    1-3-7
    (10)
    1-2-3
    (5)
    0-7-15
    (22)
    8-17-18
    (35)
    4-4-3
    Very sandy, silty CLAY; grayish brown and
    light yellowish orange, moist, low plasticity,
    roots abundant to 6"
    sand is fine to coarse grained, slightly
    clayey, very light grayish brown, moist,
    loose to medium dense, with occational
    shell fragments
    CLAY; yellowish orange and black, moist,
    loose to medium dense, with common shell
    fragments and common silty clay and clay
    layers
    clay is yellowish orange and very dark gray,
    moist, medium to high plasticity; sand is fine
    to coarse grained
    yellowish orange and light gray, moist,
    medium dense, with occasional shell
    fragments
    Alternating mix of CLAY (CH)-reddish
    brown, moist, high plasticity, stiff, with
    caliche nodules common and very clayey
    SAND (SC)-fine to coarse grained, wet,
    medium dense, with shell fragments
    common
    yellowish orange, wet, loose to medium
    dense, with shell fragments and caliche
    nodules common
    very clayey, loose, pea-sized gravel (black
    chert, sub round) common
    light gray and yellowish orange mottled,
    moist, high plasticity, stiff
    Very silty SAND; fine to coarse grained, light
    brownish gray, wet, loose, with common
    shell fragments
    fine to medium grained
    abundant silty CLAY/clayey SILT
    laminations, gray
    CLAY; black, moist, high plasticity, soft
    Silty SAND; fine to coarse grained, dark
    gray, wet, loose, carbonaceous
    Clayey SAND; fine grained, dark gray, wet,
    very loose
    CLAY; black, moist, high plasticity, very soft
    Silty clayey SAND; grayish brown, wet,
    loose, with common shell fragments
    Silty CLAY; gray, moist, medium to high
    plasticity, very soft, with abundant fine sand
    laminations
    Clayey SAND; fine to coarse grained, light
    gray, wet, loose
    medium dense
    moist, dense
    CL
    CH
    SM
    CH
    SM
    SC
    CH
    SC
    CL
    SC
    SP-
    0.35
    0.32
    5
    3
    6
    12
    DRILLING CONTRACTOR
    QRI
    LOGGED BY
    Eddie Ficker
    GROUND ELEVATION
    24.8184 ft
    NORTHING
    13827557 ft
    WEATHER
    sunny, 48-75, slight breeze to breezy
    GROUND WATER LEVEL
    HOLE SIZE
    8.25 inches
    EASTING
    3225273 ft
    DRILLING METHOD
    Hollow Stem Auger
    DRILLING RIG MAKE/MODEL
    Mobile B57 on Gemco Articulated Platform
    TOTAL DEPTH
    60 ft
    DATE STARTED
    11/27/2013 9:15:00 AM
    COMPLETED
    12/3/2013 3:45:00 PM
    AT TIME OF DRILLING
    10.50 ft / Elev 14.32 ft
    24 HOURS AFTER DRILLING
    9.60 ft / Elev 15.22 ft
    (Continued Next Page)
    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
    35
    SPT BLOW
    COUNTS
    (N VALUE)
    GRAPHIC
    LOG
    MATERIAL DESCRIPTION
    USCS SYMBOL
    COMPRESSIVE
    STRENGTH (tsf)
    FAILURE
    STRAIN (%)
    CONFINING
    PRESSURE (psi)
    PAGE 1 OF 2
    BORING NUMBER 13-P02
    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
    alt
     
    35 94
    12
    35
    36
    129
    17
    59
    40
    24
    22
    21
    22
    22
    20
    22
    26
    64
    81
    0.25
    0.5
    18
    18
    18
    18
    17
    18
    18
    18
    14
    0
    17
    0
    17
    SS
    SS
    ST
    SS
    SS
    SS
    SS
    SS
    SS
    NR
    SS
    NR
    SS
    (7)
    2-3-5
    (8)
    1-2-2
    (4)
    0-1-3
    (4)
    1-2-3
    (5)
    1-2-2
    (4)
    0-1-3
    (4)
    0-1-2
    (3)
    0-1-3
    (4)
    0-1-2
    (3)
    SAND with SILT; fine to coarse grained,
    light gray, moist, dense
    (continued)
    wet, with occasional carbonaceous
    fragments
    CLAY; black, moist, high plasticity,
    becomes dark gray at 38'
    Clayey SAND; fine grained, dark gray,
    moist, carbonaceous, with occasional shell
    fragments
    Very silty SAND; slightly clayey, fine to
    medium grained, dark gray, wet, very loose,
    with common shell fragments
    gray, shell fragments occasional
    fine to coarse grained, shell fragments
    common, with abundant alternating banded
    sandy silt laminations
    Clayey SAND; fine to coarse grained, gray,
    wet, very loose, with common shell
    fragments and abundant alternating banded
    sandy silt laminations
    Bottom of borehole at 60.0 feet.
    SM
    CH
    SC
    SM
    SC
    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)
    35
    40
    45
    50
    55
    60
    SPT BLOW
    COUNTS
    (N VALUE)
    GRAPHIC
    LOG
    MATERIAL DESCRIPTION
    USCS SYMBOL
    COMPRESSIVE
    STRENGTH (tsf)
    FAILURE
    STRAIN (%)
    CONFINING
    PRESSURE (psi)
    PAGE 2 OF 2
    BORING NUMBER 13-P02
    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
    0.75
    34
    12
    22
    100
    99
    99
    96
    61
    1
    38
    61
    CL
    17
    109
    2-4
    20
    11
    4-6
    2.0
    18
    6-8
    0
    0.04
    6
    76
    23
    53 100 100 100 99
    84
    0
    15
    84
    CH
    32 84
    0.35 32 84
    CH**
    8-10
    100
    96
    89
    72
    0
    28
    31
    41
    72
    CH*
    18
    10-12
    15
    29
    12-14
    11
    100
    99
    81
    64
    61
    0
    39
    21
    40
    61
    CH*
    25
    14-16
    5
    23
    16-18
    22
    18-20
    4
    100
    100
    97
    28
    0
    72
    28
    SM*
    24
    20-22
    10
    51
    65
    0.32
    51
    65
    CH**
    22-24
    0.25
    0.07
    5
    73
    54
    24-26
    29
    26-28
    0
    0.25
    53
    73
    28-30
    30
    30-32
    22
    100
    100
    97
    15
    0
    85
    15
    SC*
    20
    0.38
    30
    20
    SP**
    32-34
    35
    20
    34-36
    7
    100
    100
    98
    12
    0
    88
    12
    SP-SM*
    17
    36-38
    0.25
    0.5
    8
    129
    35
    94
    CH*
    59
    64
    0.25
    8
    0.23
    16
    59
    64
    CH**
    38-40
    40
    81
    40-42
    4
    24
    42-44
    4
    100
    100
    93
    35
    0
    65
    35
    SM*
    22
    44-46
    5
    21
    46-48
    4
    22
    48-50
    4
    100
    100
    91
    36
    0
    64
    36
    SC*
    22