1. GRAIN SIZE DISTRIBUTION
    2. GRAIN SIZE DISTRIBUTION
    PROJECT NAME:
    Beach Sediment Analysis
    CLIENT:
    HDR, Inc.
    SAMPLE ID:
    BPE-T8
    LOCATION:
    Bolivar Peninsula East
    BOLIVAR PENINSULA EAST
    Transect 8
    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
    1.3
    0.3
    8.4
    4.8
    6.5
    20.2
    ASTM
    MESH
    % FINER BY WEIGHT AFTER REMOVING SHELL
    Toe of Dune
    Mid Berm
    Swash Zone
    First Bar
    Trough
    Second Bar
    #10
    98.3
    100.0
    98.0
    99.1
    98.4
    95.1
    #18
    98.1
    100.0
    95.1
    93.9
    94.9
    83.7
    #35
    97.9
    99.9
    91.6
    84.8
    91.0
    76.1
    #60
    96.3
    98.3
    84.5
    75.1
    85.4
    70.6
    #70
    93.0
    94.2
    77.2
    69.2
    81.1
    67.9
    #80
    81.0
    78.6
    59.8
    53.8
    70.9
    60.0
    #100
    43.6
    48.0
    27.3
    30.4
    45.7
    43.5
    #120
    20.4
    25.8
    14.3
    15.7
    26.3
    28.3
    #170
    2.6
    2.3
    1.6
    1.9
    3.9
    4.0
    #200
    1.7
    1.5
    1.4
    1.3
    3.0
    3.1
    STATISTICS (EXCLUDING SHELL)
    MEDIAN GRAIN
    SIZE
    (mm)
    0.153
    0.151
    0.168
    0.172
    0.153
    0.159
    MEAN GRAIN SIZE
    (mm)
    0.151
    0.149
    0.181
    0.256
    0.165
    0.427
    SORTING
    (σ)
    0.395
    0.406
    0.793
    1.080
    0.872
    1.566
    Munsell Color
    Light Gray
    Light
    Yellowish
    Brown
    Yellowish
    Brown
    Light
    Yellowish
    Brown
    Yellowish
    Brown
    Yellowish
    Brown
    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
    50
    coarse
    fine
    coarse
    medium
    6
    1620
    1.5
    4
    200
    PERCENT FINER BY WEIGHT
    D100
    D60
    D30
    0.134
    0.129
    0.151
    0.148
    0.129
    D10
    0.102
    0.099
    0.111
    0.108
    0.097
    Depth
    Classification
    40
    PI
    Cc
    Cu
    GRAIN SIZE DISTRIBUTION
    GRAIN SIZE IN MILLIMETERS
    COBBLES
    GRAVEL
    SAND
    SILT OR CLAY
    4
    LL
    PL
    1.58
    1.61
    1.60
    1.75
    1.70
    0.0
    0.0
    0.0
    0.0
    0.0
    1.10
    1.06
    1.16
    1.07
    1.05
    1
    3/4
    1/23/8 3
    %Gravel %Sand
    %Silt
    %Clay
    100
    140
    3
    2
    60
    fine
    U.S. SIEVE OPENING IN INCHES
    U.S. SIEVE NUMBERS
    HYDROMETER
    BPE-T8-Toe of Dune
    BPE-T8-Mid Berm
    BPE-T8-Swash Zone
    BPE-T8-First Bar
    BPE-T8-Trough
    6
    81014
    30
    2
    1
    2
    2
    2
    0.161
    0.159
    0.177
    0.19
    0.164
    POORLY GRADED SAND
    POORLY GRADED SAND
    POORLY GRADED SAND
    POORLY GRADED SAND
    POORLY GRADED SAND
    Depth
    0.0'
    0.0'
    0.0'
    0.0'
    0.0'
    0.0'
    0.0'
    0.0'
    0.0'
    0.0'
    BPE-T8-Toe of Dune
    BPE-T8-Mid Berm
    BPE-T8-Swash Zone
    BPE-T8-First Bar
    BPE-T8-Trough
    Specimen ID
    Specimen ID
    Project: Beach Sediment Analysis
    Location: Bolivar Peninsula East, Texas
    Number: G122361
    Rock Engineering & Testing Lab. Inc
    6817 Leopard Street
    Corpus Christi, Texas 78409
    Telephone: 361-883-4555
    Fax: 361-883-4711
    US_GRAIN_SIZE 1 G122361 BPE.GPJ US_LAB.GDT 8/22/22
    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
    50
    coarse
    fine
    coarse
    medium
    6
    1620
    1.5
    4
    200
    PERCENT FINER BY WEIGHT
    D100
    D60
    D30
    0.127
    0.156
    0.136
    0.139
    0.153
    D10
    0.096
    0.125