1. LOG OF BORING B-1
    2. GRAIN SIZE DISTRIBUTION
      1. Laboratory Testing Program
    13
    63
    4
    WATER
    DEPTH=
    5-FEET
    SILTY
    CLAYEY
    SAND
    ,
    greenish
    gray,
    moist.
    SANDY
    LEAN
    CLAY
    ,
    gray,
    moist.
    Same
    as
    above.
    SILTY
    CLAYEY
    SAND
    ,
    greenish
    gray,
    moist.
    POORLY
    GRADED
    SAND
    ,
    greenish
    gray,
    moist.
    PLASTICITY INDEX
    LOG
    OF
    BORING
    B-1
    LOG_OF_BORING G106179.GPJ ROCK_ETL.GDT 3/30/06
    SAMPLE NUMBER
    PI
    Boring
    terminated
    at
    a
    depth
    of
    10'
    below
    the
    water
    surface.
    S-3
    26
    45
    58
    39
    22
    S-2
    S-4
    S-5
    S-1
    PL
    PLASTIC LIMIT
    DEPTH (FT)
    SOIL SYMBOL
    MINUS NO. 200 SIEVE (%)
    SAMPLES
    DESCRIPTION
    OF
    STRATUM
    LABORATORY
    DATA
    COMPRESSIVE
    STRENGTH
    (TONS/SQ FT)
    DRY DENSITY
    POUNDS/CU.FT
    N: BLOWS/FT
    P: TONS/SQ FT
    T: TONS/SQ FT
    PERCENT RECOVERY/
    ROCK QUALITY DESIGNATION
    GROUNDWATER
    INFORMATION:
    MOISTURE
    LL
    CONTENT (%)
    LIQUID LIMIT
    FIELD
    DATA
    N
    -
    STANDARD
    PENETRATION
    TEST
    RESISTANCE
    P
    -
    POCKET
    PENETROMETER
    RESISTANCE
    T
    -
    POCKET
    TORVANE
    SHEAR
    STRENGTH
    CLIENT:
    PROJECT:
    LOCATION:
    NUMBER:
    1
    2
    3
    4
    5
    6
    7
    8
    9
    10
    DRILLING
    METHOD(S):
    Soil
    Sampling
    perfomred
    by
    RETL
    at
    N28.0793
    W96.8455
    Coast
    and
    Harbor
    Engineering,
    Inc.
    Proposed
    Cedar
    Bayou
    Project
    Aransas
    County,
    Texas
    G106179
    DATE(S)
    DRILLED:
    3/14/06
    -
    3/15/06
    SURFACE
    ELEVATION:
    N/A
    REMARKS:
    ATTERBERG
    LIMITS
    Vibracore
    Samples
    N/A
    Rock
    Engineering
    and
    Testing
    Laboratory,
    Inc.
    4910
    Neptune
    Street
    Corpus
    Christi,
    Texas
    78405
    Telephone:
    (361)
    883-4555
    Fax:
    (361)
    883-4711
    SHEET 1 of 1
    10
    1
    0.01
    0.001
    100
    0.1
    fine
    coarse
    medium
    6
    5.0
    7.0
    9.0
    3.0
    6.0
    16
    20
    D30
    coarse
    50
    70
    75
    80
    85
    90
    95
    100
    55
    10
    65
    5
    60
    15
    20
    25
    30
    35
    40
    45
    50
    0
    140
    %Gravel
    %Sand
    %Silt
    %Clay
    B-1
    B-1
    B-1
    B-2
    100
    1/2
    3
    2
    1.14
    B-2
    D10
    3
    3/8
    13.3
    63.3
    3.5
    4.4
    4.5
    1
    3/4
    Specimen
    Identification
    Specimen
    Identification
    Classification
    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
    14
    POORLY
    GRADED
    SAND(SP)
    10
    POORLY
    GRADED
    SAND(SP)
    30
    D100
    D60
    6
    1.12
    U.S.
    SIEVE
    NUMBERS
    PERCENT FINER BY WEIGHT
    0.25
    0.425
    0.129
    0.119
    0.129
    0.129
    0.091
    0.094
    6.0
    200
    2
    40
    5.0
    7.0
    9.0
    1.09
    0.097
    85.7
    US_GRAIN_SIZE G106179.GPJ US_LAB.GDT 3/30/06
    1.5
    0.25
    0.85
    36.7
    96.5
    95.6
    95.5
    0.16
    0.14
    0.155
    0.158
    Cu
    SAND
    SILT
    OR
    CLAY
    4
    B-1
    B-1
    B-1
    B-2
    B-2
    3.0
    PL
    1.53
    1.65
    1.63
    0.0
    0.0
    0.0
    0.0
    0.0
    LL
    PI
    Cc
    GRAIN