1. Sand Source Investigation Anchorage Area C 1391.pdf
      1. Anchorage Area C Map
        1. Boring Statistics
        2. Grain Size Distribution
        3. Boring Logs

    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
    alt
     
    N: 13699198..4-
    E: 3310867.3
    LOCATIONS OF SOIL BORINGS
    DISIGNATION
    NORTHING
    EASTING
    AA-31
    13698574
    3316178
    AA-32
    13698778
    3316085
    M-33
    13699244
    3316297
    M-34
    13699156
    3316692
    M-35
    13699595
    3316661
    M-36
    13700379
    3316989
    M-37
    13699288
    3315613
    M-38
    13699316
    3314867
    M-39
    13699731
    3315371
    AA-4(J
    13700296
    3315711
    M-41
    13700196
    3314956
    M-42
    13700944
    3314910
    AA-43
    13700178
    3314070
    M 44
    13700672
    3313951
    M-45
    13701278
    .331.3502
    13701529.1
    : 3313675.0
    JEllY
    8RFTD 92-10 N: 13700951.9
    (
    E: 332485t8
    ~~
    J-
    ,--
    r
    ~-
    N: 1370!074.5
    E: 3328266.9
    '--- ---'
    /(/-~~
    ~-
    ~
    56-
    --- ---
    .-l-
    _.----~
    _~--
    __ -
    ./'_
    ~
    .. __ --
    ~~
    _...,.--'"
    --
    __
    -
    _-J"----___ --
    -
    __-413
    1
    ,...- ./'"
    -
    -
    -
    -
    -
    --
    r-..,-__
    ~---'
    (5S'I-Ba-' _,,:>,,--- .-/ ___ --.........
    .,/'
    3~T?!O","""-1<
    <
    @
    r
    r
    /
    ~@
    ANGjjORAGE-,>.REA"
    (
    ~
    _
    (
    C~
    S
    J)
    <...
    '-..
    _
    .):
    "- :SST-59
    l
    ./
    -
    -
    -
    ,__
    ..&.'
    \
    hl.
    N: J.3W8714.5
    3ST-85.-"
    ~
    3S;;;Or(
    vu
    \ '"
    ....)
    I /
    --'
    /E'
    "
    3333228.1
    -- -:.
    @
    1
    /
    ,r~--
    ./
    <
    /
    )
    I
    r)
    ".//"':;---
    48----../ -_./
    ,,/ /' - - -.....:--
    ~
    --./
    J
    --/ - -
    20+000
    J..
    23+000
    ./ /' __ .,/::: _ --
    +000
    16+000
    .+
    ~
    -
    ---t-
    OU1C:R
    B.1R cHAi:r'-
    16+000
    17
    _
    -1-
    l
    l
    \
    NfL -
    14+000
    1
    --+- - -'-
    l..
    -- _ -'.- _
    ".000
    -1-
    J
    _---;-1,-
    *--------
    9+000'-._
    ~;,O+,ot-~~\--+-,N~;~;E~
    _.-1i-(-------
    ((
    I 'I
    ;
    -=--1
    \ _------- \) I
    \ I
    \
    1\
    ------
    -
    --
    -::...
    ~---
    --
    ---
    ---
    /
    /
    /
    NOTES:
    I
    (
    I
    I
    I
    {;;'
    /
    /
    I
    /
    /
    I
    /
    /
    ~
    1.
    NORTHINGS AND EASTINGS ARE: STATE PLANE GRID, NAD'S.3, TEXAS
    SOUTH CENTRAL ZONE IN U.S. FEET. GEOGRAPHIC COORDINATES
    (LAT/LONG) ARE IN NAD'S3.
    2.
    ELEVATION CONTOURS ARE IN NAVO'SS DAruM.
    --
    3.
    ElEVATIDN CONTOURS BASED ON INFORMATION PROVIDED BY THE U.S.
    ARMY CORPS OF ENGINEERS, GAlVESTON DISTRICT. SURVEY DA1E WAS
    JUNE 2009. ELEVATIONS WERE CONVERTED FROM USACE MLT TO NAVD
    'S8 USING THE FOLLOWING CORRELATION:
    o
    NAVD '88 -
    1.42' MLT.
    4.
    V18RACORES WERE PERFORMED
    BY
    ROCK ENGINEERING AND TESTING
    LABORATORY, INC (Rffi) AND OCEAN SURVEYS, INC DURING MARCH
    2009.
    5.
    SOIL 80RINGS WERE PERFORMED 8Y RETL DURING OCT08ER 2009.
    LEGEND:
    @
    HISTORICAL BORING LOCATIONS FROM USACE
    (1966)
    @
    Vl8RACORE LOCATIONS (SEE NOTE 4)
    Vl8RACORE LOCATlON FROM RICE UNNERSITY
    ()
    BORING LOCATIONS (SEEr NOTE 5)
    --
    --
    --
    --
    --
    80LIVAR ROAOS
    BORING LOCATION
    SCALE
    000'
    1600'
    1
    1
    TEXAS GENERAL LAND OFFICE
    ANCHORAGE AREA C
    SAND SOURCE INVESTIGATION
    JEllY
    BORING LOCATION
    PLAN
    -
    GALVESTON ANCHORAGE AREA
    DATE
    11/30/09
    FIGURE
    EX A

    alt
    alt
     
    . Geotechnical Engineering.
    . Construction Materials Testing
    PROJECT NAME:
    Galveston Anchorage Area C Sand Source Investigation
    CLIENT:
    HDR
    Engineering, Inc.
    BORING ID.:
    AA-31
    DESCRIPTION:
    Anchorage Area C Borrow Source Area
    I
    PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
    -25.72' to -27.72'
    -29.72' to -31.72'
    -33.72' to -35.72'
    -37.72' to -39.72'
    NAVD
    NAVD
    NAVD
    NAVD
    Il.90
    0.80
    13.50
    5.78
    ASTM
    %
    FINER BY WEIGHT AFTER REMOVING SHELL
    MESH
    -25.72' to -27.72'
    -29.72' to -31.72'
    -33.72' to -35.72'
    -37.72' to -39.72'
    NAVD
    NAVD
    NAVD
    NAVD
    #10
    100.00
    100.00
    100.00
    100.00
    #18
    67.50
    98.40
    73.50
    87.00
    #35
    41.80
    97.60
    58.20
    80.60
    #60
    27.60
    96.50
    44.30
    75.10
    #70
    22.80
    95.60
    40.20
    69.90
    #100
    11.90
    50.00
    27.90
    27.00
    #120
    8.90
    30.00
    22.50
    13.90
    #170
    6.70
    21.90
    18.60
    8.50
    #200
    6.00
    18.30
    17.60
    7.70
    STATISTICS (EXCLUDING SHELL)
    MEDIAN GRAIN
    0.65
    0.15
    0.31
    0.16
    SIZE
    (mm)
    MEAN GRAIN SIZE
    0.57
    N/A
    N/A
    0.13
    (mm)
    SORTING (<r)
    N/A
    N/A
    N/A
    N/A
    'The -#1 0 material was utilized as the total sample for Grain Size Distribution Curve calculations.
    I

    alt
     
    U.S. SIEVE OPENING IN INCHES
    I
    U.S. SIEVE NUMBERS
    I
    HYDROMETER
    6
    4
    3
    2 1.5
    1
    3/4
    1/2
    3/6
    3
    4
    6
    a
    10
    1416 20 30 40 50 BO 100
    140
    200
    100
    I
    I ::
    I
    ; I'
    ,
    , !
    I
    I
    :
    95
    90
    :
    85
    j
    80
    :
    :
    75
    :
    70
    ,
    t-
    65
    J:
    ~
    60
    :
    in
    ~
    55
    ;
    \l!
    0:
    50
    :
    :
    ;:;:
    l;;
    W
    45
    :
    ..
    Ii 40
    :
    w
    "-
    35
    1\
    3D
    :
    I~
    25
    :
    :
    ,
    20
    15
    \
    ~
    10
    --
    5
    0
    :
    100
    10
    . 1
    0.1
    0.01
    0.001
    GRAIN SIZE IN MILLIMETERS
    I
    COBBLES I
    GRAVEL
    SAND
    I
    SILT OR CLAY
    coarse
    fine
    coarse I
    medium
    I
    fine
    I
    Specimen ID
    Depth
    Classification
    LL
    PL
    PI
    Cc
    Cu
    AA-31
    25.7'
    AA-31 (-25.7'
    to
    -27.7' NAVO)
    0.73
    6.13
    -
    ~
    ~
    "
    ~
    Specimen 10
    Oepth
    0100
    D60
    D30
    010
    %Gravel
    %Sand
    %S.iIt
    %Clay
    "
    ~.
    AA-31
    25.7'
    2
    0.817
    0.281
    0.133
    0.0
    "
    ~
    w
    w
    0
    ~
    ~
    "
    z
    '"
    GRAIN SIZE DISTRIBUTION
    G
    ~$.
    Rock Engineering &
    resting
    Lab., Inc.
    w
    6817 Leopard St.
    Project:
    Prop. Anchorage Area
    "COO Sand Source Inv.
    ~
    ~
    Corpus Christi, TX 78409
    "
    Telephone: (361) 883-4555
    Location: Galveston Island. Texas
    ~
    Fax: (361) 883.4711
    "
    Number G109233
    ~
    ~

    alt
    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 4
    6
    81°14162030 40 .50
    60
    10°140200
    100
    ,
    ,
    ,
    I'
    ,
    ~
    ,
    95
    ,
    ,
    90
    ,
    ,
    85
    ,
    80
    ,
    ,
    75
    ,
    70
    I-
    65
    J:
    52 60
    ~
    ,
    :
    ~
    55
    ,
    !M
    0:
    50
    IT:
    ,
    I-
    45
    z
    ,
    g
    UJ
    40
    UJ
    a. 35
    ,
    30
    25
    ,
    20
    -
    15
    10
    5
    ,
    0
    100
    10
    . 1
    0,1
    0.D1
    0.001
    GRAIN SIZE IN MILLIMETERS
    I
    COBBLES
    1
    GRAVEL
    SAND
    I
    SILT OR CLAY
    coarse
    fine
    coarseJ
    medium
    I
    fine
    I
    Specimen ID
    Depth
    Classification
    LL
    PL
    PI
    Cc
    Cu
    me
    AA.31
    29.7'
    AA.31 (.29.7' to .31,7' NAVD)
    ~
    ~
    b
    '"
    m
    :l
    ~
    ~
    ;;:
    Specimen ID
    "
    Depth
    0100
    D60
    D30
    D10
    %Gravel
    %Sand
    %SiIt
    %Clay
    ~.
    AA.31
    29,7'
    2
    0.161
    0.125
    0.0
    <
    ~
    ro
    ~
    ~
    u
    z
    ~
    <
    ~
    GRAIN SIZE DISTRIBUTION
    ! I
    ,t~t I-'"'-'"'''~"'"''-
    ~
    6817 Leopard St.
    Project:
    Prop.
    Anchorage Area "C" Sand Source Inv.
    (;5
    .....
    I
    Corpus Christi, TX 78409
    ~
    Telephone: (361) 883.4555
    Location: Galveston Island, Texas
    "
    Fax: (361) 883-4711
    Number: G109233
    !'l

    alt
    U.S. SJEVE OPENING IN INCHES
    I
    U.S. SIEVE NUMBERS
    I
    HYDROMETER
    6
    4
    3
    2 1.5
    1
    3/4
    1/2318
    3
    6
    8
    10
    14
    16
    20 30 40 50
    60
    100 14Q200
    100
    I
    I
    I
    I
    I
    I 1
    I
    I
    95
    ,
    ,
    "'.
    ,
    90
    '\
    .
    85
    ,
    80
    ,
    :1'-
    75
    ,
    ~
    70
    ,
    .... 65
    :r
    Q 60
    ~
    6; 55
    ,
    0:
    UJ 50
    u:
    z
    ....
    z
    UJ
    45
    51 40
    -
    w
    "-
    35
    30
    25
    20
    15
    ,
    ,
    ,
    10
    ,
    5
    0
    100
    10
    . 1
    0.1
    0.D1
    0.001
    GRAIN SIZE IN MILLIMETERS
    r
    COBBLES
    1
    GRAVEL
    SAND
    .
    I
    SILT OR CLAY
    coarse
    fine
    coarse