1. LOG OF BORING B-4
    2. GRAIN SIZE DISTRIBUTION
    3. GRAIN SIZE DISTRIBUTION
    0
    0
    Same
    as
    above.
    Same
    as
    above.
    Same
    as
    above.
    POORLY
    GRADED
    SAND
    ,
    greenish
    gray,
    moist.
    Same
    as
    above,
    moist.
    Same
    as
    above.
    Same
    as
    above.
    POORLY
    GRADED
    SAND
    ,
    light
    brown,
    dry.
    3
    1
    1
    LOG_OF_BORING G106179.GPJ ROCK_ETL.GDT 3/30/06
    0
    POORLY
    GRADED
    SAND
    ,
    brown,
    dry.
    S-7
    S-4
    S-5
    S-3
    S-8
    S-9
    S-10
    S-6
    8
    18
    24
    0
    27
    26
    S-1
    S-2
    27
    N: BLOWS/FT
    P: TONS/SQ FT
    T: TONS/SQ FT
    PERCENT RECOVERY/
    ROCK QUALITY DESIGNATION
    ATTERBERG
    LIMITS
    COMPRESSIVE
    STRENGTH
    (TONS/SQ FT)
    LABORATORY
    DATA
    DRY DENSITY
    POUNDS/CU.FT
    Soil
    Sampling
    perfomred
    by
    RETL
    at
    N28.0677
    W96.8486
    N/A
    POORLY
    GRADED
    SAND
    ,
    greenish
    gray,
    moist.
    SAMPLES
    SOIL SYMBOL
    Rock
    Engineering
    and
    Testing
    Laboratory,
    Inc.
    4910
    Neptune
    Street
    Corpus
    Christi,
    Texas
    78405
    Telephone:
    (361)
    883-4555
    Fax:
    (361)
    883-4711
    PL
    MINUS NO. 200 SIEVE (%)
    DEPTH (FT)
    REMARKS:
    DESCRIPTION
    OF
    STRATUM
    PLASTIC LIMIT
    Vibracore
    Samples
    MOISTURE CONTENT (%)
    PLASTICITY INDEX
    LIQUID LIMIT
    SAMPLE NUMBER
    LOG
    OF
    BORING
    B-4
    PI
    SHEET 1 of 1
    SURFACE
    ELEVATION:
    N/A
    DATE(S)
    DRILLED:
    3/14/06
    -
    3/15/06
    Coast
    and
    Harbor
    Engineering,
    Inc.
    Proposed
    Cedar
    Bayou
    Project
    Aransas
    County,
    Texas
    G106179
    LL
    DRILLING
    METHOD(S):
    Boring
    terminated
    at
    a
    depth
    of
    10'
    below
    the
    ground
    surface.
    1
    2
    3
    4
    5
    6
    7
    8
    9
    10
    CLIENT:
    PROJECT:
    LOCATION:
    NUMBER:
    N
    -
    STANDARD
    PENETRATION
    TEST
    RESISTANCE
    P
    -
    POCKET
    PENETROMETER
    RESISTANCE
    T
    -
    POCKET
    TORVANE
    SHEAR
    STRENGTH
    FIELD
    DATA
    GROUNDWATER
    INFORMATION:
    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
    1.69
    PI
    Cc
    GRAIN
    SIZE
    DISTRIBUTION
    B-2
    US_GRAIN_SIZE G106179.GPJ US_LAB.GDT 3/30/06
    GRAIN
    SIZE
    IN
    MILLIMETERS
    COBBLES
    GRAVEL
    SAND
    90
    95
    100
    97.8
    75
    30
    0
    5
    10
    15
    85
    25
    80
    35
    40
    45
    50
    55
    60
    65
    70
    20
    0.001
    0.01
    0.1
    1
    10
    100
    40
    5.0
    8.0
    1.0
    5.0
    PERCENT FINER BY WEIGHT
    Cu
    200
    PI
    1.0
    0.425
    96.2
    0.152
    0.163
    0.16
    0.156
    0.15
    0.85
    0.425
    0.425
    0.13
    0.136
    0.129
    0.129
    0.126
    0.108
    0.106
    0.106
    0.093
    2
    1/2
    B-5
    0.8
    2.6
    13.3
    2.2
    3.8
    3/4
    3/8
    3
    %Gravel
    %Sand
    %Silt
    %Clay
    B-4
    B-4
    PL
    1
    1.02
    1.40
    1.53
    1.48
    1.62
    0.0
    0.0
    0.0
    0.0
    B-6
    1.07
    1.01
    1.15
    0.0
    8
    B-5
    POORLY
    GRADED
    SAND(SP)
    POORLY
    GRADED
    SAND(SP)
    30
    D100
    D60
    POORLY
    GRADED
    SAND(SP)
    6
    U.S.
    SIEVE
    NUMBERS
    10
    14
    Specimen
    Identification
    Specimen
    Identification
    Classification
    100
    140
    3
    2
    POORLY
    GRADED
    SAND(SP)
    LL
    60
    fine
    HYDROMETER
    U.S.
    SIEVE
    OPENING
    IN
    INCHES
    1.0
    D30
    5.0
    8.0
    5.0
    6
    16
    20
    D10
    4
    1.5
    1.0
    50
    coarse
    fine
    coarse
    medium
    COBBLES
    GRAIN
    SIZE
    IN
    MILLIMETERS
    GRAVEL
    SAND
    SILT
    OR
    CLAY
    4
    B-4
    B-4
    B-5
    B-5
    B-6
    99.2
    97.4
    85.7
    Project:
    Proposed
    Cedar
    Bayou
    Project
    Location:
    Aransas
    County,