1. Granularmetric Report
      2. Granularmetric Report
      3. Granularmetric Report
      4. Granularmetric Report
      5. Granularmetric Report
      6. Granularmetric Report
      alt
      0
      10
      20
      30
      40
      50
      60
      70
      80
      90
      100
      100
      5
      10
      5
      1
      5
      0.1
      5
      0.01
      5
      0.001
      Silt and Clay
      #200 - 16.94
      #230 - 13.91
      0.02
      2.37
      0
      18
      -1
      10
      -0.5
      14
      Symbol Elev. (ft)
      Comments: COMPOSITE
      Coarse
      Fine
      Coarse
      Medium
      Fine
      Percent Finer By Weight
      2.5
      80
      3
      120
      3.75
      200
      Depths and elevations based on measured values
      USCS % Fines % Organics % Carbonates
      SM
      2.79
      Sample
      Sample Information
      Gravel
      0.5
      25
      1
      35
      1.5
      45
      Median Mean Skew
      Kurt
      Sort
      -3
      5/16
      -1.5
      7
      2.64
      0.61
      PHI Sieve Sizes
      Standard Sieve Sizes
      Hydrometer
      Millimeters
      3.5
      170
      4
      230
      -2
      5
      -2.25
      4
      -4
      5/8
      2
      60
      -4.25
      3/4
      Percent Coarser By Weight
      10
      20
      30
      40
      50
      60
      70
      80
      90
      100
      0
      Sand
      JCVC-15-06 COMP
      Project Name:
      Analysis Date:
      Analyzed By:
      Easting (X, ft):
      Northing (Y, ft):
      Horizontal Datum:
      Vertical Datum:
      McFaddin NWR Beach Ridge Restoration
      10-05-18
      BF
      3,477,880
      13,785,455
      NAD 1983
      NAVD 88
      APTIM
      2481 NW Boca Raton Blvd.
      Boca Raton, FL 33431
      ph (561) 391-8102
      MCFADDIN_COMPOSITE_20181008.GPJ 11/19/18
      alt
      CLAY, light yellowish brown (2.5Y-6/4), (CL).
      CLAY, trace sand, sand distributed in sandy
      pockets up to 0.25", light olive brown (2.5Y-5/4),
      (CL).
      Clayey SAND, fine grained, quartz, trace
      carbonate rock fragments, carbonate rock
      fragments up to 0.25", light yellowish brown
      (2.5Y-6/3), (CL).
      Clayey SAND, fine grained, quartz, light
      yellowish brown (2.5Y-6/3), (SC).
      SAND, fine grained, quartz, little silt, 2" silty
      pocket at 8.3', silty lamina at 9.1', light olive
      brown (2.5Y-5/4), (SM).
      SAND, fine grained, quartz, trace clay, trace
      organics, trace silt, clay distributed in clayey
      laminae, dark grayish brown (2.5Y-4/2),
      (SP-SM).
      CLAY, trace sand, dark gray (2.5Y-4/1), (CL).
      No Recovery.
      End of Boring
      1.4
      3.6
      6.6
      7.3
      9.1
      13.4
      18.2
      20.0
      -29.0
      -31.2
      -34.2
      -34.9
      -36.7
      -41.0
      -45.8
      -47.6
      T1
      T2
      1
      2
      3
      4
      5
      Sample #T1, Depth = 0.7'
      Ave. Field Vane (tsf): 0.52
      Sample #T2, Depth = 2.5'
      Ave. Field Vane (tsf): 0.40
      Sample #1, Depth = 5.1'
      Mean (mm): 0.11, Phi Sorting: 0.52
      Fines (230): 46.65% (CL)
      Sample #2, Depth = 6.9'
      Mean (mm): 0.15, Phi Sorting: 0.75
      Fines (230): 38.88% (SC)
      Sample #3, Depth = 7.9'
      Mean (mm): 0.19, Phi Sorting: 0.67
      Fines (230): 15.38% (SM)
      Sample #4, Depth = 11.1'
      Mean (mm): 0.15, Phi Sorting: 0.52
      Fines (230): 7.70% (SP-SM)
      Sample #5, Depth = 16.0'
      Mean (mm): 0.09, Phi Sorting: 0.67
      Fines (230): 97.64% (CL)
      3.0 In.
      -27.6 Ft.
      -27.6
      01-26-15 10:49
      STARTED
      DIVISION
      INSTALLATION
      16. ELEVATION TOP OF BORING
      17. TOTAL RECOVERY FOR BORING
      LOCATION COORDINATES
      NAVD 88
      Alpine Pneumatic Vibracore
      DRILLING LOG
      Texas South Central
      NAD 1983
      18.2 Ft.
      KM
      10. COORDINATE SYSTEM/DATUM
      11. MANUFACTURER'S DESIGNATION OF DRILL
      DISTURBED
      UNDISTURBED (UD)
      18. SIGNATURE AND TITLE OF INSPECTOR
      14. ELEVATION GROUND WATER
      15. DATE BORING
      VERTICAL
      INCLINED
      0.0 Ft.
      JCVC-15-06
      McFaddin Sand Search
      Jefferson County, TX
      AUTO HAMMER
      MANUAL HAMMER
      COMPLETED
      HORIZONTAL
      VERTICAL
      Brian McCord
      9. SIZE AND TYPE OF BIT
      12. TOTAL SAMPLES
      13. TOTAL NUMBER CORE BOXES
      DEG. FROM
      VERTICAL
      5. DIRECTION OF BORING
      BEARING
      4. NAME OF DRILLER
      3. DRILLING AGENCY
      2. BORING DESIGNATION
      0.0 Ft.
      1. PROJECT
      01-26-15 10:44
      0.0
      6. THICKNESS OF OVERBURDEN
      X = 3,477,880 Y = 13,785,455
      CONTRACTOR FILE NO.
      7. DEPTH DRILLED INTO ROCK
      8. TOTAL DEPTH OF BORING
      20.0 Ft.
      American Vibracore Services, Inc.
      BOX OR
      SAMPLE
      JUN 02
      MODIFIED FOR THE FLORIDA DEP
      JUN 04
      CLASSIFICATION OF MATERIALS
      Depths and elevations based on measured values
      ELEV.
      (ft)
      DEPTH
      (ft)
      JCVC-15-06
      SHEET 1
      OF 1 SHEETS
      SAJ FORM 1836
      0
      5
      10
      15
      20
      25
      LEGEND
      %
      REC.
      Boring Designation
      REMARKS
      LOUISIANA JEFFERSON_COUNTY_2015_VCS.GPJ JPBRAZIL.GDT 6/4/15
      3/4"
      -4.25
      19.03
      0.00
      0.00
      0.00
      0.00
      5/8"
      -4.00
      16.00
      0.00
      0.00
      0.00
      0.00
      7/16"
      -3.50
      11.31
      0.00
      0.00
      0.00
      0.00
      5/16"
      -3.00
      8.00
      0.00
      0.00
      0.00
      0.00
      3.5
      -2.50
      5.66
      0.00
      0.00
      0.00
      0.00
      4
      -2.25
      4.76
      0.00
      0.00
      0.00
      0.00
      5
      -2.00
      4.00
      0.00
      0.00
      0.00
      0.00
      7
      -1.50
      2.83
      0.00
      0.00
      0.00
      0.00
      10
      -1.00
      2.00
      0.01
      0.01
      0.01
      0.01
      14
      -0.50
      1.41
      0.00
      0.00
      0.01
      0.01
      18
      0.00
      1.00
      0.00
      0.00
      0.01
      0.01
      25
      0.50
      0.71
      0.00
      0.00
      0.01
      0.01
      35
      1.00
      0.50
      0.01
      0.01
      0.02
      0.02
      45
      1.50
      0.35
      0.27
      0.27
      0.29
      0.29
      60
      2.00
      0.25
      15.71
      15.71
      16.00
      16.00
      80
      2.50
      0.18
      17.91
      17.91
      33.91
      33.91
      120
      3.00
      0.13
      27.85
      27.85
      61.76
      61.76
      170
      3.50
      0.09
      16.31
      16.31
      78.07
      78.07
      200
      3.75
      0.07
      4.99
      4.99
      83.06
      83.06
      230
      4.00
      0.06
      3.03
      3.03
      86.09
      86.09
      Munsell:
      Mean Phi
      2.64
      Phi 5
      Phi 16
      3.83
      Phi 25
      3.41
      Phi 50
      2.79
      Phi 75
      2.25
      Phi 84
      2.00
      100.00
      Dry Weight (g):
      3,477,880
      Sieve Number
      Shell Hash (%):
      COMPOSITE
      Easting (ft):
      Northing (ft):
      Skewness
      0.02
      Kurtosis
      2.37
      Project Name:
      Sample Name: JCVC-15-06 COMP
      Analysis Date: 10-05-18
      Analyzed By: BF
      13.82
      Depths and elevations based on measured values
      #200 - 16.94
      #230 - 13.91
      13,785,455
      Texas South Central
      Granularmetric Report
      0.09
      Wash Weight (g):
      Pan Retained (g):
      Sieve Loss (%):
      Organics (%):
      Carbonates (%):
      SM
      Coordinate System:
      100.00
      Phi 95
      1.65
      Mean mm
      0.16
      Sieve Size
      (Phi)
      Sieve Size
      (Millimeters)
      Grams
      Retained
      % Weight
      Retained
      Cum. Grams
      Retained
      C. % Weight
      Retained
      Elevation (ft):
      USCS:
      Comments:
      Sorting
      0.61
      Moment
      Statistics
      Fines (%):
      McFaddin NWR Beach Ridge Restoration
      MCFADDIN_COMPOSITE_20181008.GPJ 11/19/18
      APTIM
      2481 NW Boca Raton Blvd.
      Boca Raton, FL 33431
      ph (561) 391-8102
      alt
      0
      10
      20
      30
      40
      50
      60
      70
      80
      90
      100
      100
      5
      10
      5
      1
      5
      0.1
      5
      0.01
      5
      0.001
      JCVC-15-06 #1
      Comments:
      USCS % Fines % Organics % Carbonates Median Mean Skew
      Kurt
      Sort
      -3
      5/16
      -1.5
      7
      Percent Coarser By Weight
      10
      20
      30
      40
      50
      60
      70
      80
      90
      100
      0
      CL
      3.85
      Sample
      Sample Information
      Gravel
      Silt and Clay
      Sand
      Coarse
      Fine
      Coarse
      Medium
      Fine
      Percent Finer By Weight
      #200 - 52.27
      #230 - 46.65
      -3.08 27.65
      Project Name:
      Analysis Date:
      Analyzed By:
      Easting (X, ft):
      Northing (Y, ft):
      Horizontal System:
      Vertical System:
      3.2
      0.52
      McFaddin Sand Search
      02-20-15
      GS
      3,477,880
      13,785,455
      NAD 1983
      NAVD 88
      PHI Sieve Sizes
      Standard Sieve Sizes
      Hydrometer
      Millimeters
      -1
      10
      -0.5
      14
      0
      18
      0.5
      25
      1
      35
      1.5
      45
      2.5
      80
      3
      120
      3.75
      200
      Depths and elevations based on measured values
      3.5
      170
      4
      230
      -2
      5
      -2.25
      4
      -4
      5/8
      2
      60
      -4.25
      3/4
      -32.7
      Symbol Elev. (ft)
      SIEVE ANALYSIS JEFFERSON_COUNTY_2015_VCS.GPJ JPBRAZIL.GDT 4/29/15
      CB&I
      Coastal Planning & Engineering, Inc.
      2481 NW Boca Raton Blvd.
      Boca Raton, FL 33431
      ph (561) 391 8102
      alt
      0
      10
      20
      30
      40
      50
      60
      70
      80
      90
      100
      100
      5
      10
      5
      1
      5
      0.1
      5
      0.01
      5
      0.001
      JCVC-15-06 #2
      Comments:
      USCS % Fines % Organics % Carbonates Median Mean Skew
      Kurt
      Sort
      -3
      5/16
      -1.5
      7
      Percent Coarser By Weight
      10
      20
      30
      40
      50
      60
      70
      80
      90
      100
      0
      SC
      3.59
      Sample
      Sample Information
      Gravel
      Silt and Clay
      Sand
      Coarse
      Fine
      Coarse
      Medium
      Fine
      Percent Finer By Weight
      #200 - 45.85
      #230 - 38.88
      0.04
      1.64
      Project Name:
      Analysis Date:
      Analyzed By:
      Easting (X, ft):
      Northing (Y, ft):
      Horizontal System:
      Vertical System:
      2.74
      0.75
      McFaddin Sand Search
      02-19-15
      GS
      3,477,880
      13,785,455
      NAD 1983
      NAVD 88
      PHI Sieve Sizes
      Standard Sieve Sizes
      Hydrometer
      Millimeters
      -1
      10
      -0.5
      14
      0
      18
      0.5
      25
      1
      35
      1.5
      45
      2.5
      80
      3
      120
      3.75
      200
      Depths and elevations based on measured values
      3.5
      170
      4
      230
      -2
      5
      -2.25
      4
      -4
      5/8
      2
      60
      -4.25
      3/4
      -34.5
      Symbol Elev. (ft)
      SIEVE ANALYSIS JEFFERSON_COUNTY_2015_VCS.GPJ JPBRAZIL.GDT 6/1/15
      CB&I
      Coastal Planning & Engineering, Inc.
      2481 NW Boca Raton Blvd.
      Boca Raton, FL 33431
      ph (561) 391 8102
      alt
      0
      10
      20
      30
      40
      50
      60
      70
      80
      90
      100
      100
      5
      10
      5
      1
      5
      0.1
      5
      0.01
      5
      0.001
      JCVC-15-06 #3
      Comments:
      USCS % Fines % Organics % Carbonates Median Mean Skew
      Kurt
      Sort
      -3
      5/16
      -1.5
      7
      Percent Coarser By Weight
      10
      20
      30
      40
      50
      60
      70
      80
      90
      100
      0
      SM
      2.34
      Sample
      Sample Information
      Gravel
      Silt and Clay
      Sand
      Coarse
      Fine
      Coarse
      Medium
      Fine
      Percent Finer By Weight
      #200 - 18.46
      #230 - 15.38
      0.77
      2.37
      Project Name:
      Analysis Date:
      Analyzed By:
      Easting (X, ft):
      Northing (Y, ft):
      Horizontal System:
      Vertical System:
      2.36
      0.67
      McFaddin Sand Search
      02-19-15
      GS
      3,477,880
      13,785,455
      NAD 1983
      NAVD 88
      PHI Sieve Sizes
      Standard Sieve Sizes
      Hydrometer
      Millimeters
      -1
      10
      -0.5
      14
      0
      18
      0.5
      25
      1
      35
      1.5
      45
      2.5
      80
      3
      120
      3.75
      200
      Depths and elevations based on measured values
      3.5
      170
      4
      230
      -2
      5
      -2.25
      4
      -4
      5/8
      2
      60
      -4.25
      3/4
      -35.5
      Symbol Elev. (ft)
      SIEVE ANALYSIS JEFFERSON_COUNTY_2015_VCS.GPJ JPBRAZIL.GDT 4/29/15
      CB&I
      Coastal Planning & Engineering, Inc.
      2481 NW Boca Raton Blvd.
      Boca Raton, FL 33431
      ph (561) 391 8102
      alt
      0
      10
      20
      30
      40
      50
      60
      70
      80
      90
      100
      100
      5
      10
      5
      1
      5
      0.1
      5
      0.01
      5
      0.001
      JCVC-15-06 #4
      Comments:
      USCS % Fines % Organics % Carbonates Median Mean Skew
      Kurt
      Sort
      -3
      5/16
      -1.5
      7
      Percent Coarser By Weight
      10
      20
      30
      40
      50
      60
      70
      80
      90
      100
      0
      SP-SM
      2.79
      Sample
      Sample Information
      Gravel
      Silt and Clay
      Sand
      Coarse
      Fine
      Coarse
      Medium
      Fine
      Percent Finer By Weight
      #200 - 9.95
      #230 - 7.70
      -0.14
      2.76
      Project Name:
      Analysis Date:
      Analyzed By:
      Easting (X, ft):
      Northing (Y, ft):
      Horizontal System:
      Vertical System:
      2.73
      0.52
      McFaddin Sand Search
      02-20-15
      GS
      3,477,880
      13,785,455
      NAD 1983
      NAVD 88
      PHI Sieve Sizes
      Standard Sieve Sizes
      Hydrometer
      Millimeters
      -1
      10
      -0.5
      14
      0
      18
      0.5
      25
      1
      35
      1.5
      45
      2.5
      80
      3
      120
      3.75
      200
      Depths and elevations based on measured values
      3.5
      170
      4
      230
      -2
      5
      -2.25
      4
      -4
      5/8
      2
      60
      -4.25
      3/4
      -38.7
      Symbol Elev. (ft)
      SIEVE ANALYSIS JEFFERSON_COUNTY_2015_VCS.GPJ JPBRAZIL.GDT 4/29/15
      CB&I
      Coastal Planning & Engineering, Inc.
      2481 NW Boca Raton Blvd.
      Boca Raton, FL 33431
      ph (561) 391 8102
      alt
      0
      10
      20
      30
      40
      50
      60
      70
      80
      90
      100
      100
      5
      10
      5
      1
      5
      0.1
      5
      0.01
      5
      0.001
      JCVC-15-06 #5
      Comments:
      USCS % Fines % Organics % Carbonates Median Mean Skew
      Kurt
      Sort
      -3
      5/16
      -1.5
      7
      Percent Coarser By Weight
      10
      20
      30
      40
      50
      60
      70
      80
      90
      100
      0
      CL
      Sample
      Sample Information
      Gravel
      Silt and Clay
      Sand
      Coarse
      Fine
      Coarse
      Medium
      Fine
      Percent Finer By Weight
      #200 - 98.89
      #230 - 97.64
      -2.53 10.18
      Project Name:
      Analysis Date:
      Analyzed By:
      Easting (X, ft):
      Northing (Y, ft):
      Horizontal System:
      Vertical System:
      3.48
      0.67
      McFaddin Sand Search
      02-23-15
      GS
      3,477,880
      13,785,455
      NAD 1983
      NAVD 88
      PHI Sieve Sizes
      Standard Sieve Sizes
      Hydrometer
      Millimeters
      -1
      10
      -0.5
      14
      0
      18
      0.5
      25
      1
      35
      1.5
      45
      2.5
      80
      3
      120
      3.75
      200
      Depths and elevations based on measured values
      3.5
      170
      4
      230
      -2
      5
      -2.25
      4
      -4
      5/8
      2
      60
      -4.25
      3/4
      -43.6
      Symbol Elev. (ft)
      SIEVE ANALYSIS JEFFERSON_COUNTY_2015_VCS.GPJ JPBRAZIL.GDT 4/29/15
      CB&I
      Coastal Planning & Engineering, Inc.
      2481 NW Boca Raton Blvd.
      Boca Raton, FL 33431
      ph (561) 391 8102
      alt
      3/4"
      -4.25
      19.03
      0.00
      0.00
      0.00
      0.00
      5/8"
      -4.00
      16.00
      0.00
      0.00
      0.00
      0.00
      7/16"
      -3.50
      11.31
      0.00
      0.00
      0.00
      0.00
      5/16"
      -3.00
      8.00
      0.00
      0.00
      0.00
      0.00
      3.5
      -2.50
      5.66
      0.00
      0.00
      0.00
      0.00
      4
      -2.25
      4.76
      0.00
      0.00
      0.00
      0.00
      5
      -2.00
      4.00
      0.00
      0.00
      0.00
      0.00
      7
      -1.50
      2.83
      0.10
      0.11
      0.10
      0.11
      10
      -1.00
      2.00
      0.07
      0.08
      0.17
      0.19
      14
      -0.50
      1.41
      0.02
      0.02
      0.19
      0.21
      18
      0.00
      1.00
      0.02
      0.02
      0.21
      0.23
      25
      0.50
      0.71
      0.01
      0.01
      0.22
      0.24
      35
      1.00
      0.50
      0.00
      0.00
      0.22
      0.24
      45
      1.50
      0.35
      0.01
      0.01
      0.23
      0.25
      60
      2.00
      0.25
      0.40
      0.43
      0.63
      0.68
      80
      2.50
      0.18
      0.95
      1.02
      1.58
      1.70
      120
      3.00
      0.13
      14.49
      15.54
      16.07
      17.24
      170
      3.50
      0.09
      18.14
      19.45
      34.21
      36.69
      200
      3.75
      0.07
      10.30
      11.04
      44.51
      47.73
      230
      4.00
      0.06
      5.24
      5.62
      49.75
      53.35
      Sieve Size
      (Phi)
      Sieve Size
      (Millimeters)
      Grams
      Retained
      % Weight
      Retained
      Cum. Grams
      Retained
      C. % Weight
      Retained
      Elevation (ft):
      USCS:
      Comments:
      Dry Weight (g):
      Sieve Number
      Wet - 2.5Y-6/3
      Dry - 2.5Y-7/4
      CL
      Washed - 2.5Y-8/2
      13,785,455
      Texas South Central
      Granularmetric Report
      3,477,880
      Sorting
      0.52
      Skewness
      -3.08
      Kurtosis
      27.65
      -32.7 NAVD 88
      Northing (ft):
      Munsell:
      0.19
      Mean Phi
      3.2
      Phi 5
      Phi 16
      Phi 25
      Phi 50
      3.85
      Phi 75
      3.20
      Phi 84
      2.96
      93.26
      2.00
      Project Name: McFaddin Sand Search
      Sample Name: JCVC-15-06 #1
      Analysis Date: 02-20-15
      Analyzed By: GS
      Depths and elevations based on measured values
      Easting (ft):
      #200 - 52.27
      #230 - 46.65
      Wash Weight (g):
      Pan Retained (g):
      Sieve Loss (%):
      Organics (%):
      Carbonates (%):
      Coordinate System:
      51.93
      Phi 95
      2.61
      Mean mm
      0.11
      Moment
      Statistics
      Fines (%):
      Shell Hash(%):
      Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.
      CB&I
      Coastal Planning & Engineering, Inc.
      2481 NW Boca Raton Blvd.
      Boca Raton, FL 33431
      ph (561) 391 8102
      GRANULARMETRIC REPORT JEFFERSON_COUNTY_2015_VCS.GPJ JPBRAZIL.GDT 4/29/15
      alt
      3/4"
      -4.25
      19.03
      0.00
      0.00
      0.00
      0.00
      5/8"
      -4.00
      16.00
      0.00
      0.00
      0.00
      0.00
      7/16"
      -3.50
      11.31
      0.00
      0.00
      0.00
      0.00
      5/16"
      -3.00
      8.00
      0.00
      0.00
      0.00
      0.00
      3.5
      -2.50
      5.66
      0.00
      0.00
      0.00
      0.00
      4
      -2.25
      4.76
      0.00
      0.00
      0.00
      0.00
      5
      -2.00
      4.00
      0.00
      0.00
      0.00
      0.00
      7
      -1.50
      2.83
      0.00
      0.00
      0.00
      0.00
      10
      -1.00
      2.00
      0.00
      0.00
      0.00
      0.00
      14
      -0.50
      1.41
      0.00
      0.00
      0.00
      0.00
      18
      0.00
      1.00
      0.00
      0.00
      0.00
      0.00
      25
      0.50
      0.71
      0.00
      0.00
      0.00
      0.00
      35
      1.00
      0.50
      0.01
      0.01
      0.01
      0.01
      45
      1.50
      0.35
      0.25
      0.25
      0.26
      0.26
      60
      2.00
      0.25
      13.28
      13.55
      13.54
      13.81
      80
      2.50
      0.18
      12.98
      13.24
      26.52
      27.05
      120
      3.00
      0.13
      8.03
      8.19
      34.55
      35.24
      170
      3.50
      0.09
      12.15
      12.39
      46.70
      47.63
      200
      3.75
      0.07
      6.39
      6.52
      53.09
      54.15
      230
      4.00
      0.06
      6.83
      6.97
      59.92
      61.12
      Sieve Size
      (Phi)
      Sieve Size
      (Millimeters)
      Grams
      Retained
      % Weight
      Retained
      Cum. Grams
      Retained
      C. % Weight
      Retained
      Elevation (ft):
      USCS:
      Comments:
      Dry Weight (g):
      Sieve Number
      Wet - 2.5Y-6/3
      Dry - 2.5Y-7/3
      SC
      Washed - 2.5Y-8/2
      13,785,455
      Texas South Central
      Granularmetric Report
      3,477,880
      Sorting
      0.75
      Skewness
      0.04
      Kurtosis
      1.64
      -34.5 NAVD 88
      Northing (ft):
      Munsell:
      0.17
      Mean Phi
      2.74
      Phi 5
      Phi 16
      Phi 25
      Phi 50
      3.59
      Phi 75
      2.42
      Phi 84
      2.08
      98.04
      2.79
      Project Name: McFaddin Sand Search
      Sample Name: JCVC-15-06 #2
      Analysis Date: 02-19-15
      Analyzed By: GS
      Depths and elevations based on measured values
      Easting (ft):
      #200 - 45.85
      #230 - 38.88
      Wash Weight (g):
      Pan Retained (g):
      Sieve Loss (%):
      Organics (%):
      Carbonates (%):
      Coordinate System:
      62.88
      Phi 95
      1.67
      Mean mm
      0.15
      Moment
      Statistics
      Fines (%):
      Shell Hash(%):
      Shell Hash calculated from visual estimate of shell <4.75mm and >2.8mm.
      CB&I
      Coastal Planning & Engineering, Inc.
      2481 NW Boca Raton Blvd.
      Boca Raton, FL 33431
      ph (561) 391 8102
      GRANULARMETRIC REPORT JEFFERSON_COUNTY_2015_VCS.GPJ JPBRAZIL.GDT 6/1/15
      alt
      3/4"
      -4.25
      19.03
      0.00
      0.00
      0.00
      0.00
      5/8"
      -4.00
      16.00
      0.00
      0.00
      0.00
      0.00
      7/16"
      -3.50
      11.31
      0.00
      0.00
      0.00
      0.00
      5/16"
      -3.00
      8.00
      0.00
      0.00
      0.00
      0.00
      3.5
      -2.50
      5.66
      0.00
      0.00
      0.00
      0.00
      4
      -2.25
      4.76
      0.00
      0.00
      0.00
      0.00
      5
      -2.00
      4.00
      0.00
      0.00
      0.00
      0.00
      7
      -1.50
      2.83
      0.00
      0.00
      0.00
      0.00
      10
      -1.00
      2.00
      0.00
      0.00
      0.00
      0.00
      14
      -0.50
      1.41
      0.00
      0.00
      0.00
      0.00
      18
      0.00
      1.00
      0.00
      0.00
      0.00
      0.00
      25
      0.50
      0.71
      0.00
      0.00
      0.00
      0.00
      35
      1.00
      0.50
      0.01
      0.01
      0.01
      0.01
      45
      1.50
      0.35
      0.57
      0.59
      0.58
      0.60
      60
      2.00
      0.25
      32.20
      33.52
      32.78
      34.12
      80
      2.50
      0.18
      22.14
      23.05
      54.92
      57.17
      120
      3.00
      0.13
      8.24
      8.58
      63.16
      65.75
      170
      3.50
      0.09
      10.38
      10.80
      73.54
      76.55
      200
      3.75
      0.07
      4.79
      4.99
      78.33
      81.54
      230
      4.00
      0.06
      2.96
      3.08
      81.29
      84.62
      Sieve Size
      (Phi)
      Sieve Size
      (Millimeters)
      Grams
      Retained
      % Weight
      Retained
      Cum. Grams
      Retained
      C. % Weight
      Retained
      Elevation (ft):
      USCS:
      Comments:
      Dry Weight (g):
      Sieve Number
      Wet - 2.5Y-5/4
      Dry - 2.5Y-6/3
      SM
      Washed - 2.5Y-7/2
      13,785,455
      Texas South Central
      Granularmetric Report
      3,477,880
      Sorting
      0.67
      Skewness
      0.77
      Kurtosis
      2.37
      -35.5 NAVD 88
      Northing (ft):
      Munsell:
      0.08
      Mean Phi
      2.36
      Phi 5
      Phi 16
      3.95
      Phi 25
      3.43
      Phi 50
      2.34
      Phi 75
      1.86
      Phi 84