1. LOG OF BORING B-7
    2. GRAIN SIZE DISTRIBUTION
    5
    0
    Same
    as
    above.
    Same
    as
    above.
    Same
    as
    above.
    POORLY
    GRADED
    SAND
    ,
    greenish
    gray,
    moist.
    Same
    as
    above.
    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
    5
    POORLY
    GRADED
    SAND
    ,
    light
    brown,
    dry.
    S-7
    S-4
    S-5
    S-3
    S-8
    S-9
    S-10
    S-6
    3
    1
    21
    4
    19
    21
    S-1
    S-2
    18
    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
    N28.0627
    W96.8571
    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-7
    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:
    1.5
    1
    0.1
    0.001
    10
    100
    0.01
    6.0
    medium
    6
    D30
    coarse
    7.0
    0.0
    4.0
    7.0
    16
    20
    D10
    4
    coarse
    fine
    50
    60
    65
    70
    75
    80
    85
    90
    95
    45
    100
    0
    55
    50
    5
    10
    15
    20
    25
    30
    35
    40
    100
    %Gravel
    %Sand
    %Silt
    %Clay
    B-6
    B-6
    B-7
    3/8
    B-7
    1/2
    140
    3
    2
    B-7
    1.07
    1.06
    3
    2.9
    3.5
    0.9
    0.8
    3.3
    1
    3/4
    14
    Specimen
    Identification
    Specimen
    Identification
    Classification
    6
    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)
    1.07
    60
    fine
    HYDROMETER
    U.S.
    SIEVE
    OPENING
    IN
    INCHES
    U.S.
    SIEVE
    NUMBERS
    10
    POORLY
    GRADED
    SAND(SP)
    8
    POORLY
    GRADED
    SAND(SP)
    POORLY
    GRADED
    SAND(SP)
    30
    D100
    D60
    POORLY
    GRADED
    SAND(SP)
    PERCENT FINER BY WEIGHT
    0.126
    0.142
    0.153
    0.128
    0.102
    0.095
    0.114
    0.125
    Cu
    200
    2
    40
    6.0
    7.0
    0.0
    4.0
    1.06
    0.098
    96.7
    97.1
    96.5
    0.132
    99.2
    2
    0.161
    0.157
    0.168
    0.174
    0.158
    0.425
    0.425
    2
    96.1
    1.65
    4
    B-6
    B-6
    B-7
    B-7
    B-7
    LL
    PL
    7.0
    1.59
    GRAVEL
    1.48
    1.40
    1.61
    0.0
    0.0
    0.0
    0.0
    0.0
    US_GRAIN_SIZE G106179.GPJ US_LAB.GDT 3/30/06
    PI
    Cc
    GRAIN
    SIZE
    DISTRIBUTION
    SILT
    OR
    CLAY
    SAND
    GRAIN
    SIZE
    IN
    MILLIMETERS
    COBBLES
    1.06
    March 30, 2006
    PROPOSED CEDAR PASS PROJECT
    Attn.: Mr. Hugo E. Bermudez, P.E.
    San Jose & Matagorda Island
    RETL Job No.: G106179
    Aransas County, Texas
    4 of 5
    SIEVE
    SIZE
    B-4
    0-1’
    B-4
    5’-6’
    B-4
    8’-9’
    B-5