I
    ~
    ;
    LOG OF
    ~-
    'ING
    A
    AAA
    SHEET 1 of 1
    Rock Engineering & Testing Lab., Inc.
    6817 Leopard SI.
    Corpus Christi, TX 78409
    Telephone: (361) 883-4555
    Fax: (361)883-4711
    CLIENT:
    HDR Engineering, Inc.
    PROJECT:
    Galveston AnchoraQe Area
    C
    Sand Source Inv.
    LOCATION: . AnchoraQe Area C, Galveston, Texas
    NUMBER:
    G109233
    DATE(S) DRILLED:
    10/16/09 -10/16/09
    FIELD DATA
    LABORATORY DATA
    DRILLING METHOD(S):
    «
    >
    5'
    b
    .i
    g
    .~
    >
    "
    r:tl
    5
    10
    15
    20
    25
    40
    z
    AI
    ~'M'T:
    0
    ~
    c
    C
    ~5
    I-
    z
    Gi
    w
    "
    ffiUi
    I-
    W
    l-
    Ui
    w
    >w
    z
    t:
    i
    OJ
    0
    !
    ~t;:
    "E
    a
    "
    I-tt:rrl~
    a
    "
    '"
    Q
    -"
    N
    !:!:;OOo::~
    w
    ~Q
    ~
    I
    ~
    "
    ~
    ~
    0
    ~~~~~
    "
    wU)
    z
    ozz~~
    I-
    o§ii
    U)
    U)
    "
    :1 l:
    ffi~~o::o
    >- "
    z
    zo.:~~fi
    0
    LL
    PL
    PI
    "0
    :;;
    U)
    "
    o
    <L
    "
    Hollow Stem Auger
    GROUNDWATER INFORMATION:
    SURFACE ELEVATION -25.72' NAVD
    nl
    'I"ION OF STRATUM
    ss
    ~N~_~1---t--r--t--r--t--t---~3:t~P(DQ~OR~IV~~§[I~SAN~D,W~ithIShEsheillllh8(""~~"'O~'''l>$",bfcbroMmWnl~and--~
    S-1
    light gray, very loose.
    ss
    7
    Same as above, with clay, medium.
    S-2
    N= 11
    ss
    N=
    1
    S-3
    ss
    1-----
    S-4
    N=
    1
    1-----
    SS
    N=
    2
    S-5
    1 ____ _
    SS
    S-6
    N= 7
    S-7
    ss
    1 ____
    N=2
    _
    SS
    S-8
    N= 3
    3
    Same as above, very loose.
    - -1-- +- --1-- -
    - - - - --f
    - -i- CLAYEYSANO;blUiSh-gray and brown,verYsoft - - - - - - --
    42
    --1--+---1--- -- --
    f-- SiLTYCLAYEYSANIl-:-bTuTShgray,veryloose:----------
    22
    - -1-- t- --1-- -
    - - - -
    f - -
    PoORLrGRAiiED
    SAlifD,wllh-c18y,-gray arldbrown-:-Ioose:- - --
    11
    Same as above, very loose.
    -- --
    --1-- -- ---
    t-SiLTYCLAYEYSANIl-:-grayandbrown,veryloose:--------
    SS
    N= 1
    19
    Same as above.
    S-9
    f1----t-+-+-t-+--+-+-+BOi
    ~,,:rmil~~
    Q'111~
    wWii~a
    ;se"scten<Jedilt:oaroani8ievatklnIOl
    011'":43:
    -431
    ..
    ITe7-feeetttNAI
    NAV07i5)idUr
    durirnrlng
    ~I-
    REMARKS:
    ~
    N - STANDARD PENETRATION TEST RESISTANCE
    Boring depth and location was determined by HDR Engineering. Inc. B,,'ngoperations
    1
    P - POCKET PENETROMETER RESISTANCE
    were pertormed by RETL at GPS Co"d. N. 29.35432 W. 94.77529.
    11'
    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-44
    DESCRIPTION: Anchorage Area C Borrow Source Area
    I
    PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
    -25.72' to -27.72'
    -27.72' to -29.72'
    -29.72' to -31.72'
    -31.72' to -33.72'
    NAVD
    NAVD
    NAVD
    NAVD
    0.23
    0.13
    0.26
    0.04
    ASTM
    %
    FINER BY WEIGHT AFTER REMOVING SHELL
    -25.72' to -27.72'
    -27.72' to -29.72'
    -29.72' to -31.72'
    -31.72' to -33.72'
    MESH
    NAVD
    NAVD
    NAVD
    NAVD
    #10
    100.00
    100.00
    100.00
    100.00
    #18
    99.70
    99.40
    99.56
    99.86
    #35
    99.60
    98.90
    99.40
    99.72
    #60
    99.20
    98.00
    98.90
    99.18
    #70
    98.00
    95.60
    97.36
    98.19
    #100
    32.20
    48.00
    33.83
    81.25
    #120
    10.30
    19.40
    10.98
    65.99
    #170
    3.20
    9.51
    3.83
    52.33
    #200
    2.50
    7.20
    2.50
    42.35
    STATISTICS (EXCLUDING SHELL)
    MEDIAN GRAIN
    0.18
    SIZE (mm)
    0.17
    0.18
    0.08
    MEAN GRAIN SIZE
    0.17
    (mm)
    0.16
    0.17
    N/A
    SORTING
    (!I)
    0.22
    N/A
    0.23
    NlA
    'The -#10 material was utilized as the total sample for Grain Size Distribution Curve calculations.
    I

    PROJECT NAME: Galveston Anchorage Area C Sand Source Investigation
    CLIENT: HDR Engineering, Inc.
    BORING !D.: AA-44
    DESCRIPTION: Anchorage Area C BOITOW Source Area
    .
    Geotechnical Engineering
    .
    Construction Materials Testing
    I
    PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
    -33.72' to -35.72' NAVD
    -37.72' to -39.72'
    NA VD
    -41.72' to -43.72' NAVD
    0.06
    1.05
    0.79
    ASTM
    %
    FINER BY WEIGHT AFTER REMOVING SHELL
    MESH
    -33.72' to -35.72' NAVD
    -37.72' to -39.72' NAVD
    -41.72' to -43.72' NAVD
    #10
    100.00
    100.00
    100.00
    #18
    99.73
    97.70
    98.76
    #35
    99.44
    96.01
    98.14
    #60
    98.80
    91.54
    96.95
    #70
    97.36
    82.34
    94.97
    #100
    62.95
    34.44
    58.54
    #120
    39.47
    20.30
    35.83
    #170
    26.26
    13.40
    24.17
    #200
    21.51
    11.02
    19.82
    STATISTICS (EXCLUDING SHELL)
    MEDIAN GRAIN
    0.14
    0.18
    0.14
    SIZE (mm)
    MEAN GRAIN
    SIZE
    N/A
    (mm)
    0.16
    N/A
    SORTING (<1)
    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 112318 3
    6
    810 1416 20 30 40 50 60 100
    140
    200
    100
    I
    I
    I
    I
    I
    I
    ~'
    I~
    I
    95
    90
    85
    80
    75
    70
    l-
    65
    I
    w
    ~
    ;::
    60
    >-
    55
    ill
    !Ii
    '"
    50
    u:
    I-
    z
    w
    45
    ~
    40
    w
    a.
    35
    30
    25
    20
    :
    15
    10
    5
    \
    0
    100
    10
    . 1
    0.1
    0.01
    0.001
    GRAIN SIZE IN MILLIMETERS
    COBBLES
    GRAVEL
    SAND
    I
    SILT OR CLAY
    coarse
    fine
    coarse
    medium
    fine
    I
    Specimen 10
    Depth
    Classification
    LL
    PL
    PI
    Cc
    Cu
    AA-44
    (-25.72' to -27.72' NAVD)
    AA-44 (-25.72'
    to
    -27.72' NAVO)
    1.01
    1.40
    Specimen 10
    Depth
    0100
    060
    030
    010
    %Gravel %Sand
    %Silt
    %Clay
    AA-44
    (-25.72' to -27.72' NAVD)
    2
    0.172
    0.146
    0.123
    0.0
    GRAIN SIZE DISTRIBUTION
    ~
    •.
    Rock Engineering & Testing Lab., Inc.
    Project:
    6817
    Leopard St.
    Galveston Anchorage Area C Sand Source Inv.
    Corpus Christl, TX
    78409
    Telephone:
    (361) 883-4555
    Location:
    IAnchorage 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
    81°14162030405°6010°140200
    100
    I
    I
    I
    I
    I
    ,
    --:..
    I
    95
    :
    90
    85
    80
    75
    70
    f-
    65
    I
    ~
    60
    :;;
    UJ
    >- 55
    lD
    0::
    u:
    UJ
    z
    50
    UJ
    f-
    z
    45
    ~
    40
    UJ
    [l.
    35
    30
    25
    20
    15
    \
    10
    5
    0
    100
    10
    . 1
    0.1
    0.01
    0.001
    GRAIN SIZE IN MILLIMETERS
    I
    COBBLES :
    GRAVEL
    SAND
    I
    SILT OR CLAY
    coarse
    fine
    coarse
    medium
    I
    fine
    I
    Specimen ID
    Depth
    Classification
    LL
    PL
    PI
    Cc
    Cu
    AA,44
    (-27.72' to -29.72' NAVD)
    AA-44 (-27.72'
    to
    -29.72' NAVD)
    1.22
    1.81
    Specimen ID
    Depth
    D100
    D60
    D30
    D10
    %Gravel %Sand
    %Silt
    %Clay
    AA-44
    (-27.72' to -29.72' NAVD)
    2
    0,162
    0.133
    0.09
    0.0
    GRAIN SIZE DISTRIBUTION
    ~
    •.
    Rock Engineering & Testing Lab., Inc.
    Project:
    6817 Leopard SI.
    Galveston Anchorage Area C Sand Source Inv.
    Corpus Christi, TX 78409
    Telephone: (361) 883-4555
    Location: IAnchorage 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
    1 314 112
    318
    3
    6
    8
    10
    14
    16
    20 30 40 50
    60
    100140 200
    100
    I
    I
    I
    ' I
    I
    I
    ~
    ~
    I
    95
    90
    85
    80
    75
    70
    l-
    65
    I
    ~
    60
    s:
    >-
    UJ
    55
    '"
    «
    UJ
    z
    50
    u::
    I-
    UJ
    z
    45
    ~
    40
    UJ
    a.
    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
    I
    fine
    coarse
    medium
    I
    fine
    Specimen
    ID
    Depth
    Classification
    LL
    PL
    PI
    Cc
    Cu
    AA-44
    (-29.72'
    to
    -31. 72'
    NA VD)
    AA-44 (-29.72'
    to
    -31.72' NAVD)
    1.02 1.44
    m
    Q
    §
    5
    ~
    m
    ~
    m
    ~
    ~
    ~
    Specimen
    ID
    Depth
    D100
    D60
    D30
    D10
    %Gravel %Sand
    %Silt
    %Clay
    ~.
    AA-44
    (-2972'
    to
    -31.72'
    NAVD)
    2
    0.172
    0.145
    0.119
    0.0
    m
    ~
    w
    ~
    0
    I
    U
    <
    M
    Z
    M
    m
    N
    a
    GRAIN SIZE DISTRIBUTION
    "
    ~
    •.
    Rock Engineering & Testing Lab., Inc.
    Galveston Anchorage Area C Sand Source liw
    w
    m
    ~
    Corpus
    6817
    Leopard
    Christl,
    st.
    TX
    78409
    Project:
    z
    Telephone:
    (361) 883-4555
    Location: Anchorage Area C, Galveston, Texas
    ~
    m
    ~
    Fax:
    (361) 883-4711
    Number:
    G109233
    ~

    u.s.
    ,
    SIEVE OPENING IN INCHES
    I
    6
    4 3
    2 1.5 1 3/4
    1/23/8 3
    100
    I
    I
    I
    95
    90
    85
    80
    75
    70
    >-
    65
    J:
    52
    w
    60
    S
    >-
    55
    III
    tr
    z
    W 50
    u:
    >-
    z
    45
    W
    ~
    40
    W
    "-
    35
    30
    25
    20
    15
    10
    5
    0
    100
    10
    I COBBLES :
    GRAVEL
    u
    '"
    "
    ~.
    <
    0
    ~
    o
    I
    u
    z
    <
    M
    M
    coarse
    Specimen ID
    Depth
    AA-44
    (-31~72'
    to
    -33.72' NAVD)
    Specimen ID
    Depth
    AA-44
    (,31.72' to -3372' NA VD)
    I
    fine
    D100
    0.5
    U.S. SIEVE NUMBERS
    I
    HYDROMETER
    4 6
    810
    14
    16
    20 30 40 50 60
    100
    140
    200
    I'
    I
    II
    "'t'
    ,
    \
    . 1
    0.1
    0.01
    0,001
    GRAIN SIZE IN MILLIMETERS
    SAND
    I
    SILT OR CLAY
    coarse
    medium
    I
    fine
    I
    Classification
    LL
    PL
    PI
    Cc
    Cu
    AA-44 (-31.72' to -33.72' NAVO)
    D60
    D30
    D10
    %Gravel %Sand
    %Silt
    %Clay
    0,107
    0,0
    GRAIN SIZE DISTRIBUTION
    ~
    ~
    •.
    Rock Engineering & Testing Lab., Inc.
    Galveston Anchorage Area C Sand Source Inv.
    ~
    6817
    Leopard SI.
    Project:
    Corpus Christi, TX
    78409
    z
    Telephone:
    (361) 883-4555
    Location:
    IAnchorage 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
    3/4 1/23/8 3
    6
    8
    10
    14
    16
    20 30 40 50
    60
    100140200
    100
    ,
    ,
    ,
    , ,
    ,
    "
    1-'
    '
    95
    90
    85
    80
    75
    70
    f- 65
    I
    Q
    w
    60
    $:
    >-
    55
    00
    u:
    '"
    z
    W
    50
    z
    f- 45
    W
    12
    40
    a.
    W
    35
    30
    25
    20
    15
    10
    5
    0
    100
    10
    . 1
    0.1
    0.01
    0.001
    GRAIN SIZE IN MILLIMETERS
    I
    COBBLES
    GRAVEL
    SAND
    SILT OR CLAY
    coarse
    fine
    coarse I
    medium
    1
    fine
    Specimen 10
    Depth
    Classification
    LL
    PL
    PI
    Cc
    Cu
    AA-44
    (-33.72' to -35.72' NAVDI
    AA-44 (-33.72' to -35.72' NAVO)
    Specimen 10
    Depth
    0100
    060
    030
    010
    %Gravel %Sand
    %Silt
    %Clay
    AA-44
    (-33.72' to -35.72' NAVD)
    2
    0.146
    0.097
    0.0
    GRAIN SIZE DISTRIBUTION
    ~
    •.
    Rock Engineering & Testing Lab., !nc.
    6817 Leopard st.
    Project:
    Galveston Anchorage Area C Sand Source Inv.
    Corpus Christi, TX 78409
    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
    8101416203040 50
    60
    100
    140200
    100
    I
    I
    I
    I
    I
    I
    I
    95
    90
    I~
    85
    80
    75
    70
    f-
    65
    I
    Q 60
    w
    5:
    >- 55
    "'
    C!
    z
    W 50
    u::
    z
    f-
    45
    W
    ~
    40
    W
    D..
    35
    30
    25
    20
    15
    "\
    10
    5
    0
    100
    10
    . 1
    0.1
    0.01