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    LOG OF
    ~
    Rock Engineering & Testing Lab., Inc.
    6817 Leopard St.
    ,
    ~ ~
    Corpus Christi, TX 78409
    Telephone:
    (361) 883-4555
    Fax:
    (361) 883-4711
    ING
    AA_':U~
    SHEET 1 of 1
    CLIENT:
    HDR Engineering, Inc.
    PROJECT:
    GalvestonAnchora.geArea C Sand Source Inv ..
    LOCATION: I Anchorage Area C,'Galveston, Texas
    NUMBER:
    G109233
    DATE(S) DRILLED:
    10/16/09 -10/16/09
    FIELD DATA
    LABORATORY DATA
    DRILLING METHOD(S):
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    Hollow Stem Auger
    GROUNDWATER INFORMATION:
    SURFACE ELEVATION: -27.12' NAVD
    DESCRIr-
    IIUN OF STRATUM
    S
    S~1 NtN~=~2---j--j---t--t--t-~---j~3-t~P'~JU~~~,]A~ANffioo2.,,~wlthhl~shh~elllfu,o~""~,",,,~,o,,,~g~rn~yaruanndr----j
    brown, very loose.
    S-2
    ss
    N=
    3
    Same as above.
    SS 1----- r---- '-1-- -- --
    --I-SiLTYCLAYEYSANb;-wrthSiiSilfragmenfs'-darkWuTshgray'---
    S-3
    I N= 6
    19
    loose.
    SS
    "-5
    Same as above.
    S-4
    ,,-
    18
    SS
    ,,_
    S-5
    ,,- 9
    22
    Same as above,
    n----t-t-t-t~--t-~~B~orr~iin~~I~w~aass~~I~roan~~lclof:~-37
    ..
    q~eettNiWNAV/D<D)d~Uringil
    the
    arilling
    operations.
    ! - N - STANDARD PENETRATION TEST RESISTANCE
    REMARKS:
    Boring depth and location was determined
    by
    HDR Engineering, Inc. Boring operations
    were periormed by RETL at GPS Coord. N. 29.35050 W. 94.77257.
    ~'
    P - POCKET PENETROMETER RESISTANCE
    g'
    T - POCKET TORVANE SHEAR STRENGTH
    =~------------------------------~------------------------------~

    . Geotechnical Engineering
    . Construction Materials Testing
    PROJECT NAME: Galveston Anchorage Area C Sand Source Investigation
    CLIENT: HDR Engineering,
    Inc.
    BORING ID.:
    AA-38
    DESCRIPTION: Anchorage Area C Borrow Source Area
    I
    PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
    -27.12' to -29.12'
    -31.12'
    to -33.12'
    -33.12' to -35.12'
    -35.12' to -37.12'
    NAVD
    NAVD
    NAVD
    NAVD
    42.70
    6.59
    4.90
    0.20
    ASTM
    %
    FINER BY WEIGHT AFTER REMOVING SHELL
    -27.12' to -29.12'
    -31.12' to -33.12'
    -33.12' to -35.12'
    -35.12' to -37.12'
    MESH
    NAVD
    NAVD
    NAVD
    NAVD
    #10
    100.00
    100.00
    100.00
    100.00
    #18
    32.70
    86.99
    92.30
    99.70
    #35
    19.80
    83.24
    91.00
    99.60
    #60
    14.20
    81.25
    90.20
    99.40
    #70
    12.10
    79.90
    86.90
    98.20
    #100
    6.70
    47.40
    43.40
    47.50
    #120
    4.30
    31.70
    29.60
    35.10
    #170
    3.00
    21.10
    21.30
    25.80
    #200
    2.70
    18.80
    18.40
    22.30
    STATISTICS (EXCLUDING SHELL)
    MEDIAN GRAIN
    1.70
    0.17
    0.17
    0.17
    SIZE
    (mm)
    MEAN GRAIN SIZE
    0.80
    (mm)
    N/A
    N/A
    NlA
    SORTING
    (G)
    0.86
    N/A
    N/A
    N/A
    'The -#10 material was utilized as the total sample for Grain Size Distribution Curve calculations.
    I

    U.S. SIEVE OPENING IN INCHES
    I
    U.S. SIEVE NUMBERS
    I
    HYDROMETER
    6
    4 3
    2 1.5
    1
    3/4 1/23/8 3
    6
    8
    10
    14
    16
    20 30 40 50
    60
    100
    140
    200
    100
    I
    I
    I
    I
    I
    I
    1
    I
    I
    95
    90
    85
    80
    75
    70
    f-
    65
    I
    S2 60
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    S
    >- 55
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    15
    ,"
    ~
    10
    "-
    5
    0
    ...
    100
    10
    . 1
    0.1
    0.01
    0.001
    GRAIN SIZE IN MILLIMETERS
    COBBLES
    GRAVEL
    SAND
    SILT OR CLAY
    coarse
    I
    fine
    coarse
    medium
    I
    fine
    Specimen
    ID
    Depth
    Classification
    LL
    PL
    PI
    Cc
    Cu
    AA-38
    (-27.12'to-29.12'NAVD)
    AA-38 (-27,12' to -29,12' NAVO)
    Specimen
    ID
    Depth
    D100
    D60
    D30
    D10
    %Gravel %Sand
    %Silt
    %Clay
    AA-38
    (-27.12' to -29.12' NAVD)
    2
    0,865
    0,184
    0,0
    GRAIN SIZE DISTRIBUTION
    ~
    •.
    Rock EngineerIng & Testing Lab., Inc.
    Galveston Anchorage AreaC Sand Source Inv.
    6817
    Leopard st.
    Project:
    Corpus Christi, TX
    78409
    Location: Anchorage Area C, Galveston, Texas
    Telephone:
    (361) 883-4555
    Fax: (361) 883-4711
    Number: G109233

    U.S. SIEVE OPENING IN INCHES
    I
    U.S. SIEVE NUMBERS
    I
    HYDROMETER
    6
    4
    3
    2
    1.5 1
    3/4
    1/23/8
    3
    6
    8101416203040 50
    60
    1°°140200
    100
    I
    I
    I
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    I
    I
    :1
    I
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    95
    .
    90
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    ~
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    75
    70
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    10
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    10
    . 1
    0.1
    0.01
    0.001
    GRAIN SIZE IN MILLIMETERS
    COBBLES
    GRAVEL
    SAND
    SILT OR CLAY
    coarse
    fine
    coarse I medium
    I
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    Specimen 10
    Depth
    Classification
    LL
    PL
    PI
    Cc
    Cu
    AA.38
    (-31.12' to -33.12' NAVD)
    AA.38 (.31.12'
    to
    .33.12'
    NAVO)
    m
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    "
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    [Jepth
    0100
    D60
    D30
    010
    %Gravel %Sand
    %Silt
    %Clay
    "
    ~.
    AA.38
    (-3U2' to-33.12'NAVD)
    2
    0.17
    0.118
    0.0
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    6817
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    78409
    Project:
    Galveston
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    Telephone:
    Fax:
    (361)883-4711
    (361)
    883-4555
    Location:
    Number:
    G109233
    Anchorage
    Area
    C,
    Galveston,
    Texas
    "

    U.S. SIEVE OPENING IN INCHES
    I
    U.S. SIEVE NUMBERS
    I
    HYDROMETER
    6
    4 3
    2
    1.5 1
    3/4
    1/23/8
    3
    6
    8
    10
    14
    16
    20 30 40 50
    60
    100140200
    100
    I
    1 •
    1
    ! 1
    1
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    25
    20
    15
    10
    5
    0
    100
    10
    . 1
    0.1
    0.01
    0.001
    GRAIN SIZE IN MILLIMETERS
    I
    COBBLES
    I
    I
    coarse
    GRAVEL
    I
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    ! coarse
    medium
    SAND
    I
    fine
    I
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    SILT
    OR
    CLAY
    Specimen 10
    Depth
    Classification
    LL
    PL
    PI
    Cc
    Cu
    AA-38
    (-33.12' '0 -35.12' NAVD)
    AA-38 (-33.12' to -35.12' NAVO)
    m
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    Specimen 10
    Depth
    "
    0100
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    010
    %Gravel %Sand
    %Silt
    %Clay
    ~.
    AA-38
    (-33.12.' to -35.12' NAVO)
    2
    0,17
    0.126
    0.0
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    GRAIN
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    DISTRIBUTION
    ~$.
    Rock Engineering & Testing Lab" Inc,
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    w
    6817
    Leopard st.
    Project:
    Galveston Anchorage Area C Sand Source Inv.
    '"
    Corpus Christi, TX
    78409
    z
    Telephone:
    (361) 883.4555
    Location:
    Anchorage Area C, Galveston, Texas
    "
    ~
    '"
    Fax:
    (361) 883-4711
    Number: G109233
    "

    u.s. SIEVE OPENING IN INCHES
    I
    U.S. SIEVE NUMBERS
    I
    HYDROMETER
    6
    4 3
    2
    1.5 1 3/4
    1/23/8 3
    6
    8
    10
    14
    16
    20 30 40 50
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    100140200
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    15
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    10
    . 1
    0.1
    0.01
    0.001
    GRAIN SIZE IN MILLIMETERS
    COBBLES
    GRAVEL
    SAND
    SILT OR CLAY
    coarse
    \
    fine
    coarse \
    med.lum
    I
    fine
    Specimen ID
    Depth
    Classification
    LL
    PL
    PI
    Cc
    Cu
    AA-38
    (.35.12' to .37.12' NAVD)
    AA-38 (-35.12' to -37.12' NAVO)
    Specimen 10
    Oepth
    0100
    060
    030
    010
    %Gravel %Sand
    %Silt
    %Clay
    AA-38
    (.35.12' to .37.12' NAVD)
    2
    0.162
    0.103
    0.0
    ~
    ~
    m
    N
    GRAIN SIZE DISTRIBUTION
    0
    'i
    ~$.
    Rock Engineering & Testing Lab., Inc.
    Corpus
    6817
    Leopard
    Christi,
    SI.
    TX
    78409
    Project:
    Galveston
    Anchorage
    Area
    C
    Sand
    Sourcelnv.
    Telephone:
    (361) 883.4555
    Location:
    Anchorage Area C, Galveston, Texas
    Fax:
    (361) 883.4711
    00
    Number: G109233
    =>

    u.s. SIEVE OPENING IN INCHES
    I
    U.S. SIEVE NUMBERS
    I
    HYDROMETER
    6
    4 3
    2 1.5
    1 314
    112
    3/8
    3
    6
    8
    10
    1416
    20 30 40 50
    60
    100
    140200
    100
    1
    1
    1
    1
    1
    1 :1
    1
    1
    95
    ~
    90
    -.
    85
    80
    75
    70
    f-
    65
    :r:
    ~
    w
    60
    3:
    >- 55
    "'
    0:
    z
    W 50
    iL
    z
    f-
    45
    W
    ~
    40
    W
    "-
    35
    30
    25
    '\
    20
    15
    10
    5
    0
    100
    10
    . 1
    0.1
    0.01
    0.001
    GRAIN SIZE IN MILLIMETERS
    COBBLES
    GRAVEL
    SAND
    SILT OR CLAY
    coarse
    fine
    coarse
    medium
    I
    fine
    Specimen ID
    Depth
    Classification
    LL
    PL
    PI
    Cc
    Cu
    AA-38
    1-33.12' to -35.12' NAVD)
    AA-38 (-33.12'
    to
    -35.12'
    NAVO)