1. LOG OF BORING
      1. HVJ ASSOCIATES, INC.
      2. GRAIN SIZE ANALYSIS CURVE
      3. ASTM D6913
      4. Sample Location
      5. Classification
      6. HVJ ASSOCIATES, INC.
      7. GRAIN SIZE ANALYSIS CURVE
      8. ASTM D6913
      9. Sample Location
      10. Classification
      11. HVJ ASSOCIATES, INC.
      12. GRAIN SIZE ANALYSIS CURVE
      13. ASTM D6913
      14. Sample Location
      15. Classification
      16. HVJ ASSOCIATES, INC.
      17. GRAIN SIZE ANALYSIS CURVE
      18. ASTM D6913
      19. Sample Location
      20. Classification
      21. HVJ ASSOCIATES, INC.
      22. GRAIN SIZE ANALYSIS CURVE
      23. ASTM D6913
      24. Sample Location
      25. Classification
    alt
    0
    5
    10
    15
    20
    25
    30
    35
    10.5
    4.0
    7.5
    4.3
    SOIL SYMBOLS
    SAMPLER SYMBOLS
    AND FIELD TEST DATA
    MOISTURE
    0.16
    LOG
    -25
    OF SOIL BORING HG-13-15380.GPJ HVJ.GDT 12/19/13
    -30
    -35
    -40
    -45
    -50
    -55
    Shear Types:
    LOG OF BORING
    PLASTIC LIMIT
    Yellowish Brown Silty Sand with silty clay seams
    (Munsell 5/4 10YR)
    0.15
    0.16
    0.16
    0.11
    8.5
    Light Yellowish Brown Sand
    (Munsell 6/4 10YR)
    -200=12.0%
    Yellowish Brown Sand
    (Munsell 5/4 10YR)
    -200=14.8%
    -200=8.0%
    Dark Gray, Grayish Brown Silty Clay Layers and Sand
    Layers
    (Munsell 4/1 10YR ; 5/2 10YR)
    -200=10.5%
    Dark Grayish Brown Sand and Dark Gray Silty Clay
    Layers
    (Munsell 4/2 10YR ; 5/2 10YR)
    -200=7.4%
    10
    20
    30
    40
    50
    60
    70
    80
    90
    Project No.: HG1315380
    Elevation: -23.1 feet
    Station: --
    Offset: --
    D50, MM
    % PASSING
    NO. 230 SIEVE
    = Torvane
    Project: McFaddin NWR Sand Source Investigation
    Boring No.: MF-VC-13-01
    Groundwater during drilling: ---
    Groundwater after 24hrs: ---
    PLATE 1
    = UU Triaxial
    SOIL/ROCK CLASSIFICATION
    ELEV.
    DEPTH,
    FEET
    = Hand Penet.
    LIQUID LIMIT
    0.5
    1.0
    1.5
    2.0
    Date: 11/1/2013
    Northing: 13,789,175.0
    Easting: 3,477,845.0
    SHEAR STRENGTH, TSF
    CONTENT, %
    = Unconf. Comp.
    2 1 1/2
    1
    3/4
    1/23/8
    1/4 4
    810
    16
    20
    30
    40
    50 60 80100 140 200
    0
    10
    20
    30
    40
    50
    60
    70
    80
    90
    0
    100
    10
    20
    30
    40
    50
    60
    70
    80
    90
    100
    100
    10
    1
    0.1
    0.01
    0.001
    Percent Coarser By Weight
    Percent Finer By Weight
    Grain Size in Millimeters
    HVJ ASSOCIATES, INC.
    GRAIN SIZE ANALYSIS CURVE
    ASTM D6913
    HG1315380
    PLATE 51
    Sample Location
    MF-VC-13-01
    4-5'
    C
    u
    & C
    c
    C
    u
    = 2.29
    C
    c
    = 1.88
    D
    50
    = 0.16mm
    Classification
    Light Yellowish Brown Poorly
    Graded Sand (SP)
    U.S. Standard Sieve Openings in Inches
    U.S. Standard Sieve Numbers
    230
    PROJECT NO.
    2 1 1/2
    1
    3/4
    1/23/8
    1/4 4
    810
    16
    20
    30
    40
    50 60 80100 140 200
    0
    10
    20
    30
    40
    50
    60
    70
    80
    90
    0
    100
    10
    20
    30
    40
    50
    60
    70
    80
    90
    100
    100
    10
    1
    0.1
    0.01
    0.001
    Percent Coarser By Weight
    Percent Finer By Weight
    Grain Size in Millimeters
    HVJ ASSOCIATES, INC.
    GRAIN SIZE ANALYSIS CURVE
    ASTM D6913
    HG1315380
    PLATE 52
    Sample Location
    MF-VC-13-01
    5-10' Top
    C
    u
    & C
    c
    C
    u
    = 2.50
    C
    c
    = 1.87
    D
    50
    = 0.15mm
    Classification
    Yellowish Brown Poorly Graded
    Sand (SP)
    U.S. Standard Sieve Openings in Inches
    U.S. Standard Sieve Numbers
    230
    PROJECT NO.
    2 1 1/2
    1
    3/4
    1/23/8
    1/4 4
    810
    16
    20
    30
    40
    50 60 80100 140 200
    0
    10
    20
    30
    40
    50
    60
    70
    80
    90
    0
    100
    10
    20
    30
    40
    50
    60
    70
    80
    90
    100
    100
    10
    1
    0.1
    0.01
    0.001
    Percent Coarser By Weight
    Percent Finer By Weight
    Grain Size in Millimeters
    HVJ ASSOCIATES, INC.
    GRAIN SIZE ANALYSIS CURVE
    ASTM D6913
    HG1315380
    PLATE 53
    Sample Location
    MF-VC-13-01
    5-10' Bottom
    C
    u
    & C
    c
    C
    u
    = 1.93
    C
    c
    = 1.58
    D
    50
    = 0.16 mm
    Classification
    Yellowish Brown Poorly Graded
    Sand (SP)
    U.S. Standard Sieve Openings in Inches
    U.S. Standard Sieve Numbers
    230
    PROJECT NO.
    2 1 1/2
    1
    3/4
    1/23/8
    1/4 4
    810
    16
    20
    30
    40
    50 60 80100 140 200
    0
    10
    20
    30
    40
    50
    60
    70
    80
    90
    0
    100
    10
    20
    30
    40
    50
    60
    70
    80
    90
    100
    100
    10
    1
    0.1
    0.01
    0.001
    Percent Coarser By Weight
    Percent Finer By Weight
    Grain Size in Millimeters
    HVJ ASSOCIATES, INC.
    GRAIN SIZE ANALYSIS CURVE