1. I GRAINSIZE IN MlWmS I
      1. GRAIN SIZE DlSTRiBUllON
    1. 5.2 602
      1. I.--Luy(
    2. Rock Engineeringand Testing Laboratory, Inc.GRAlN SlZE DISTRIBUTION
    3. GRAIN SIZE DlSTRlBUTION
      1. 3-----

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    ENGINEERING
    AND
    TESTING
    4
    @*
    UBOR.4TORY. IN..
    BORING LOCATION PLAN
    NO SCALE
    October 7,2004
    TOWN OF QUINTANA BEACH NOURISHMENT PROJECT
    Ann.:
    Mr. Hugo E. Bermudez, P.E.
    Port
    of
    Bay Citv
    RETL Job No.:
    CO400619
    Bay
    City,
    ?ex&
    ROCK ENGINEERIBG
    AND
    TESTING
    LABOWTORY, INC.
    4910
    NEPTUNE STREET
    -
    CORPUS CHRISTI, TX 78405

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    GRAINSIZE
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    O M E L
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    COBBLES
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    1
    SANO
    "ne
    laam
    I
    rnedhnn
    I
    line
    SILT OR
    CLAY
    Specimen identiftcation
    Classification
    POORLYWE D
    SAND(SP)
    ----___-
    6-2
    35
    --.--.I
    ...-----
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    LL7
    L-
    %Silt
    -..-
    3.0
    1
    -
    %Clay
    A-
    --
    PL".
    *-
    030
    -
    0274
    b
    U
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    ----
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    PI
    ---.-
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    010
    02
    Rock Englneerhg
    and
    Te-
    Lebomtay,
    Inc.
    4910
    ~ept~o
    Sbeel
    CatpusChrM, Texas
    76405
    Telephone: (36'1) 883-4555
    Fax:
    (361)8834711
    GRAIN SIZE DlSTRiBUllON
    Project: Prop.
    Quintana
    Beach
    Nourishment
    Locallon:
    Port
    of Bay City, Texas
    Cc
    1-04
    -
    %Gravel
    0.0
    Number: C0400619
    -
    -
    Cu
    1.79
    %Sand
    97.0
    1

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    0
    3
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    3
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    Cf
    4910 Neptune Street
    Project: Prop. Town of Quintana Beach Nourishment
    Corpus ChnsU, Texas 78405
    Telephone: (361) 883-4555
    Fax: (361) 883-4711
    Location:
    Port
    of
    Bay
    City,
    Texas
    3
    Number: C0400619
    U
    S SIEVE OPENING IN INCHES
    I
    U S
    SINE
    NUMBERS
    I
    HYDROMETER
    6
    3
    1.5 '314
    1123/8
    4
    8101416
    20
    30
    40
    wsO
    100140m
    100
    95
    90
    85
    80
    I
    75
    4.
    I
    70
    65
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    X
    5.2
    60
    2
    >-
    55
    m
    @
    50
    ii
    5
    45
    W
    $40
    W
    a
    35
    30
    25
    20
    15
    10
    5
    0
    0.01
    0.001
    GRAIN SlZE IN MILLIMETERS
    I :
    COBBLES
    I
    II
    GRAVEL
    1:
    coarse
    -
    Specimen
    Identification
    '
    SILTOR
    CLAY
    fine
    SAND
    Classification
    POORLY GRADED SAND(SP)
    I
    coarse
    8-2
    8.5
    Specimen Identification
    i*
    8-2
    8.5
    medium
    I
    fine
    LL
    I.--Luy(
    Rock Engineeringand Testing Laboratory,
    Inc.
    GRAlN SlZE DISTRIBUTION
    PL
    %Silt
    (
    %Clay
    2.0
    Dl
    00
    2
    I
    IIi
    PI
    D60
    0.355
    Cc
    1.03
    D30
    0.278
    Cu
    1.68
    Dl0
    0.212
    %Gravel
    0.0
    %Sand
    97.0

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    US.
    S W E
    OPENNGIN
    WCHU
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    GRAVEL
    COBBLES
    -
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    SAND
    -
    I
    rine
    I
    EOBRC
    I
    medm
    I
    flno
    SILT OR CLAY
    -,..-...- -II