LOG OF
    BO!~ING AA.~?
    . SHEET 1 of 1
    ~
    OJ .: •
    §
    i, <
    L
    Rock Engineering & Testing Lab., Inc.
    6817 Leopard 51.
    Corpus Christi, TX 78409
    Telephone: (361) 883-4555
    Fax: (361) 883-4711
    FIELD DATA
    LABORATORY DATA
    5
    10
    15
    20
    25
    30
    35
    88
    8-1
    88
    8-2
    88
    8-3
    88
    8-4
    88
    8-5
    88
    8-6
    N= 2
    N=
    6
    1-----.
    N= 13
    N=
    0
    1-----
    N=
    0
    1-----.
    N=
    1
    N= 7
    -=>
    ~t;;
    "'Ii
    cz
    ZU)
    Wc
    >-=>
    co.
    0:0
    4
    -- --
    ~--I--
    -- r .-- -
    .- --+--1---
    . ___ .--1-- __
    ~
    __
    13
    CLIENT:
    HDR Engineering, Inc.
    PROJECT:
    Galveston Anchorage Area C Sand Source Inv.
    LOCATION: ,Anchorage Area C, Galveston, Texas
    NUMBER: G109233
    DATE(S) DRILLED: 10115/09 -
    10/15109
    DRILLING METHOD(S):
    Hollow Stem Auger
    GROUNDWATER INFORMATION:
    SURFACE ELEVATION: -23.62' NAVD
    DESCRIPTION OF STRATUM
    .Y
    ,
    SAND
    with shell
    , dark gray,
    very loose.
    Same as above, loose.
    SILTY
    =.~
    .
    SAND.
    with sh81lfragments;-dark
    gray;- - - - --
    medium.
    Same as above, loose.
    ~.:
    ... '
    z. .
    in'
    m
    ~
    w
    G
    88
    8-7
    1I-----t--t--t--t--r--t---t--tEB~onr~in~~.w~as~'~~AL~~II,u~~ul~roamn~VEill~,o~f~-~"1.,.&TEo-Te~e[:N~AVTID'dUrdUrmiina-1g
    the drilling operations.
    a
    ~
    I
    u
    Z
    ~
    M
    M
    ~
    r- N - STANDARD PENETRATION TEST RESISTANCE
    ~'
    P - POCKET PENETROMETER RESISTANCE
    g' T - POCKET TORVANE SHEAR STRENGTH
    REMARKS:
    Boring depth and location was determined by HDR Engineering, Inc. Boring operations
    were performed
    by
    REfL at GPS Coord. N. 29.34890 W. 94.76881.

    . Geotechnical Engineering
    . Construction Materials Testing
    PROJECT NAME: Galveston Anchorage Area C Sand Source Investigation
    CLIENT: HDR Engineering,
    Inc.
    BORING ID.: AA-32
    DESCRIPTION: Anchorage Area C Borrow Source Area
    I
    PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
    -25.62' to
    -29.62' to
    -31.62' to
    -33.62' to
    -35.62' to
    -27.62' NAVD -31.62' NAVD
    -33.62' NA
    Vl)
    -35.62' NA VD -37.62' NA VD
    25.13
    2.10
    3.25
    3.60
    2.50
    ';'0 FINER BY WEIGHT AFTER REMOVING SHELL
    ASTM
    -25.62' to
    -29.62' to
    -31.62' to
    -33.62' to
    -35.62' to
    MESH
    -27.62' NAVD -31.62' NA VD -33.62' NA VD -35.62' NAVD -37.62' NAVD
    #10
    100.00
    100.00
    100.00
    100.00
    100.00
    #18
    51.20
    96.20
    92.50
    91.60
    94.80
    #35
    30.20
    94.70
    88.20
    85.50
    91.80
    #60
    18.20
    93.20
    84.30
    80.10
    89.10
    #70
    14.80
    91.40
    81.70
    77.50
    87.10
    #100
    8.40
    55.20
    63.30
    49.80
    47.00
    #120
    5.90
    32.20
    35.20
    32.40
    27.40
    #170
    4.10
    20.80
    14.20
    18.60
    15.60
    #200
    3.60
    17.30
    10.90
    15.50
    12.70
    STATISTICS (EXCLUDING SHELL)
    MEDIAN GRAIN
    0.95
    0.15
    0.15
    0.16
    0.16
    SIZE (mm)
    MEAN GRAIN SIZE
    0.59
    N/A
    (mm)
    0.15
    0.18
    0.14
    SORTING (<1)
    1.0 I
    N/A
    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
    4
    6
    81014162030405060100140200
    100
    I
    I
    I
    .1
    I
    I
    .1
    I
    I
    95
    90
    85
    -
    80
    75
    .
    70
    1\
    .
    \
    65
    -
    I
    >-
    \
    ~
    60
    ~
    >- 55
    CJl
    '"
    LU
    50
    - _.
    u:
    z
    >-
    z
    45
    LU
    ii
    40
    LU
    Q.
    35
    30
    1\
    -
    25
    \
    -
    15
    20
    \
    10
    \
    5
    \
    0
    100
    10
    . 1
    0.1
    0.01
    0.001
    GRAIN SIZE IN MILLIMETERS
    I
    COBBLES I
    GRAVEL
    SAND
    SILT OR CLAY
    coarse
    1
    fine
    j coarse
    medium
    1
    fine
    Specimen ID
    Depth
    Classification
    LL
    PL
    PI
    Cc
    Cu
    AA-32
    (-25.62'
    to
    -27.62' NAVD)
    AA-32 (-25,62' to -27.62' NAVO)
    1.16 7.97
    ~
    Specimen 10
    Depth
    D100
    D60
    D30
    D10
    %Gravel %Sand
    %Silt
    %Clay
    AA-32
    (-25.62'
    to
    -2762 NAVDj
    2
    1_294
    0.494
    0.162
    0.0
    GRAIN SIZE DISTRIBUTION
    ~
    •.
    Rock Engineering & Testing Lab., Inc.
    Galveston Anchorage AreaC Sand Source Inv.
    6817 Leopard St.
    Project:
    Corpus Christi, TX 78409
    Telephone:
    (361) 883-4555
    Location: Anchorage Area C, -Galveston, Texas
    Fax: (361) 883-4711
    Number: G109233

    ~
    ~
    "
    o
    z
    ~
    00
    w
    "
    ~
    <
    o
    o
    I
    <
    M
    Z
    M
    m
    N
    0
    "
    w
    ~
    w
    z
    ~
    ~
    "
    w
    ~
    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
    810
    14
    16
    20
    30 40 50 60
    10°140200
    100
    I
    I
    I
    I
    I
    N
    I
    I
    95
    '1-
    r-.
    90
    85
    80
    75
    70
    f--
    65
    I
    S2 60
    ~
    >-
    55
    "'
    [(
    z
    UJ 50
    u:
    f--
    z
    45
    6!
    UJ
    40
    -
    UJ
    <L
    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
    SILTOR CLAY
    coarse
    fine
    coarse
    medium
    I
    fine
    I
    Specimen ID
    Depth
    Classification
    LL
    PL
    PI
    Cc
    Cu
    AA-32 (-29.62'to-JI.62'NAVO)'
    AA-32 (-29.62' to -31,62' NAVD)
    Specimen
    ID
    Depth
    D100
    D60
    D30
    D10
    %Gravel %Sand
    %Silt
    %Clay
    AA-32
    (-29.62' to -31.62' NAVO)
    2
    0,156
    0,117
    0,0
    --'--
    GRAIN SIZE DISTRIBUTION
    ~
    •.
    Rock Engineering & Testing Lab., Inc.
    6817
    Leopa rd 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
    810 14
    16
    20 30 40 50
    60
    100140200
    100
    I
    I
    I
    I
    I
    I 'I
    I
    I
    95
    r----
    '"
    90
    ~-----
    B5
    BO
    -
    i\
    75
    70
    I-
    65
    ,
    I
    ,
    Q
    60
    ~
    ,
    >-
    55
    "
    '"
    u:
    z
    UJ
    50
    Ii!
    I-
    z
    UJ
    40
    45
    UJ
    Q.
    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-32
    (-31.62' to -33.62' NAVD)
    AA-32 (-31,62'
    to
    '-33,62' NAVO)
    1,27 2,07
    Specimen ID
    Depth
    D100
    D60
    D30
    D10
    %Gravel
    %Sand
    %Silt
    %Clay
    AA-32
    (-31.62'
    to
    -33.62' NAVO)
    2
    0.146
    0,115
    0.0
    ?
    GRAIN SIZE DISTRIBUTION
    ~$.
    Rock Engineering & Testing Lab., Inc.
    Galveston Anchorage Area C Sand Source Inv.
    6B17 Leopard SI.
    Project:
    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
    112
    3/8
    3
    6
    8101416203040
    50
    60
    100140200
    100
    I
    I
    I
    I'
    I
    I I
    I
    I
    95
    '"
    90
    85
    80
    .'"
    j
    75
    -
    70
    f- 65
    -
    I
    ~
    60
    >-
    co
    ~
    55
    or
    z
    UJ 50
    u::
    f-
    UJ
    z
    45
    i;!
    40
    UJ
    Q.
    35
    30
    -
    25
    20
    15
    10
    ~
    5
    a
    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 10
    Depth
    Classification
    LL
    PL
    PI
    Cc
    Cu
    AA-32
    (-33.62' to -)5.62'
    NAVD)
    AA-32 (-33.62'
    to
    -35.62'
    NAVD)
    m
    e
    §
    ~
    0
    ~
    ro
    :l
    ~
    ~
    ~
    ~
    Specimen 10
    Depth
    0100
    060
    030
    010
    %Gravel %Sand
    %Silt
    %Clay
    ~.
    AA-32 (-3].62' to -35.62'
    NAVD) ,
    2
    0.169
    0.118
    0.0
    ~
    ro
    ~
    w
    ~
    ~
    0
    I
    U
    Z
    ~
    M
    M
    m
    N
    GRAIN SIZE DISTRIBUTION
    0
    "
    ~
    •.
    Rock Engineering & Testing Lab., Inc.
    N
    w
    6817 Leopard St.
    Project: Galveston Anchorage AreaC SandSource Inv.
    ~
    Corpus Christi, TX 78409
    z
    ~
    "
    "
    Telephone:
    Fax:
    (361)
    883-4711
    (361)
    883-4555
    Location:
    Anchorage
    Area
    C.
    'Galveston.