1. LOG OF BORING B-3
    2. GRAIN SIZE DISTRIBUTION
      1. Laboratory Testing Program
    Same
    as
    above.
    Boring
    terminated
    at
    a
    depth
    of
    10'
    below
    the
    water
    surface.
    Same
    as
    above.
    Same
    as
    above.
    POORLY
    GRADED
    SAND
    ,
    greenish
    gray,
    moist.
    Same
    as
    above,
    greenish
    gray.
    POORLY
    GRADED
    SAND
    ,
    brown,
    moist.
    Same
    as
    above.
    POORLY
    GRADED
    SAND
    ,
    brown,
    moist.
    WATER
    DEPTH=
    1-FOOT
    LOG_OF_BORING G106179.GPJ ROCK_ETL.GDT 3/30/06
    3
    Same
    as
    above.
    20
    23
    22
    21
    19
    S-4
    S-9
    S-8
    S-7
    22
    S-5
    20
    S-3
    S-2
    S-1
    21
    22
    3
    S-6
    Vibracore
    Samples
    GROUNDWATER
    INFORMATION:
    SAMPLES
    N: BLOWS/FT
    P: TONS/SQ FT
    T: TONS/SQ FT
    PERCENT RECOVERY/
    ROCK QUALITY DESIGNATION
    LABORATORY
    DATA
    N/A
    ATTERBERG
    LIMITS
    REMARKS:
    SURFACE
    ELEVATION:
    N/A
    DATE(S)
    DRILLED:
    3/14/06
    -
    3/15/06
    3
    Coast
    and
    Harbor
    Engineering,
    Inc.
    Proposed
    Cedar
    Bayou
    Project
    Aransas
    County,
    Texas
    G106179
    Soil
    Sampling
    perfomred
    by
    RETL
    at
    N28.0710
    W96.8478
    Rock
    Engineering
    and
    Testing
    Laboratory,
    Inc.
    4910
    Neptune
    Street
    Corpus
    Christi,
    Texas
    78405
    Telephone:
    (361)
    883-4555
    Fax:
    (361)
    883-4711
    PL
    PLASTIC LIMIT
    DEPTH
    (FT)
    DESCRIPTION
    OF
    STRATUM
    DRY DENSITY
    POUNDS/CU.FT
    MINUS NO. 200 SIEVE (%)
    COMPRESSIVE
    STRENGTH
    (TONS/SQ FT)
    SOIL SYMBOL
    FIELD
    DATA
    CLIENT:
    PROJECT:
    LOCATION:
    NUMBER:
    1
    2
    3
    4
    5
    6
    7
    8
    9
    10
    LIQUID LIMIT
    LL
    MOISTURE CONTENT (%)
    N
    -
    STANDARD
    PENETRATION
    TEST
    RESISTANCE
    P
    -
    POCKET
    PENETROMETER
    RESISTANCE
    T
    -
    POCKET
    TORVANE
    SHEAR
    STRENGTH
    LOG
    OF
    BORING
    B-3
    DRILLING
    METHOD(S):
    PLASTICITY INDEX
    SHEET 1 of 1
    SAMPLE NUMBER
    PI
    0.001
    0.01
    0.1
    1
    10
    100
    7.0
    D30
    8.0
    6
    4.0
    0.0
    16
    20
    D10
    4
    1.5
    1.0
    50
    coarse
    fine
    coarse
    medium
    85
    90
    95
    100
    75
    70
    20
    0
    5
    80
    15
    25
    30
    35
    40
    45
    50
    55
    60
    65
    10
    140
    %Sand
    %Silt
    %Clay
    B-2
    B-3
    B-3
    B-3
    3
    100
    3/8
    3
    2
    1.10
    B-4
    %Gravel
    4.9
    3.1
    3.1
    3.4
    1.1
    1
    3/4
    1/2
    Specimen
    Identification
    Specimen
    Identification
    Classification
    10
    8
    Project:
    Proposed
    Cedar
    Bayou
    Project
    Location:
    Aransas
    County,
    Texas
    Number:
    G106179
    Rock
    Engineering
    and
    Testing
    Laboratory,
    Inc.
    4910
    Neptune
    Street
    Corpus
    Christi,
    Texas
    78405
    Telephone:
    (361)
    883-4555
    Fax:
    (361)
    883-4711
    POORLY
    GRADED
    SAND(SP)
    60
    fine
    HYDROMETER
    U.S.
    SIEVE
    OPENING
    IN
    INCHES
    U.S.
    SIEVE
    NUMBERS
    14
    POORLY
    GRADED
    SAND(SP)
    1.09
    POORLY
    GRADED
    SAND(SP)
    POORLY
    GRADED
    SAND(SP)
    30
    D100
    D60
    6
    POORLY
    GRADED
    SAND(SP)
    40
    0.134
    0.093
    0.117
    0.116
    0.114
    0.112
    200
    0.147
    0.147
    8.0
    1.0
    4.0
    7.0
    0.0
    Cu
    1.03
    PERCENT FINER BY WEIGHT
    0.176
    95.1
    96.9
    96.9
    96.6
    0.144
    0.157
    0.17
    0.166
    0.157
    0.425
    0.425
    2
    0.425
    0.212
    0.13
    98.9
    1.46
    B-3
    B-3
    B-3
    B-4
    LL
    PL
    4
    1.51
    SILT
    OR
    CLAY
    1.46
    1.40
    0.0
    0.0
    0.0
    0.0
    0.0
    1.15
    1.05