1. GRAIN SIZE DISTRIBUTION
    PROJECT NAME:
    Beach Sediment Analysis
    CLIENT:
    HDR, Inc.
    SAMPLE ID:
    SB-T2B
    LOCATION:
    Sargent Beach
    SARGENT BEACH
    Transect 2B
    ASTM
    MESH
    PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
    Toe of Dune
    Mid Berm
    Swash Zone
    First Bar
    Trough
    Second Bar
    RETAINED BY
    #10
    NOT TESTED
    NOT TESTED
    0.1
    NOT TESTED
    0.0
    NOT TESTED
    ASTM
    MESH
    % FINER BY WEIGHT AFTER REMOVING SHELL
    Toe of Dune
    Mid Berm
    Swash Zone
    First Bar
    Trough
    Second Bar
    #10
    NOT TESTED
    NOT TESTED
    100.0
    NOT TESTED
    100.0
    NOT TESTED
    #18
    NOT TESTED
    NOT TESTED
    99.9
    NOT TESTED
    99.9
    NOT TESTED
    #35
    NOT TESTED
    NOT TESTED
    99.8
    NOT TESTED
    99.8
    NOT TESTED
    #60
    NOT TESTED
    NOT TESTED
    96.6
    NOT TESTED
    99.3
    NOT TESTED
    #70
    NOT TESTED
    NOT TESTED
    91.6
    NOT TESTED
    98.7
    NOT TESTED
    #80
    NOT TESTED
    NOT TESTED
    81.4
    NOT TESTED
    96.7
    NOT TESTED
    #100
    NOT TESTED
    NOT TESTED
    59.8
    NOT TESTED
    87.9
    NOT TESTED
    #120
    NOT TESTED
    NOT TESTED
    39.4
    NOT TESTED
    73.5
    NOT TESTED
    #170
    NOT TESTED
    NOT TESTED
    4.0
    NOT TESTED
    8.5
    NOT TESTED
    #200
    NOT TESTED
    NOT TESTED
    2.5
    NOT TESTED
    3.3
    NOT TESTED
    STATISTICS (EXCLUDING SHELL)
    MEDIAN GRAIN
    SIZE
    (mm)
    NOT TESTED
    NOT TESTED
    0.137
    NOT TESTED
    0.110
    NOT TESTED
    MEAN GRAIN
    SIZE
    (mm)
    NOT TESTED
    NOT TESTED
    0.140
    NOT TESTED
    0.115
    NOT TESTED
    SORTING
    (σ)
    NOT TESTED
    NOT TESTED
    0.284
    NOT
    TESTED
    0.201
    NOT
    TESTED
    Munsell Color
    NOT TESTED
    NOT TESTED
    Yellowish
    Brown
    NOT TESTED
    Yellowish
    Brown
    NOT TESTED
    0
    5
    10
    15
    20
    25
    30
    35
    40
    45
    50
    55
    60
    65
    70
    75
    80
    85
    90
    95
    100
    100
    10
    1
    0.1
    0.01
    0.001
    GRAVEL
    SAND
    SILT OR CLAY
    4
    LL
    PL
    1.60
    1.31
    0.0
    0.0
    0.93
    0.95
    1
    3/4
    1/23/8 3
    %Gravel %Sand
    %Silt
    %Clay
    100
    140
    3
    2
    50
    coarse
    fine
    coarse
    medium
    6 <