20040393 Ver 2_Appendix 5_20150924

APPENDIX 5
BEACH COMPOSITE GRANULARMETRIC REPORTS
(Digital Copy Only)

Granularmetric Report
Depths and elevations based on measured values
Project Name: Town of Duck, NC
CB &I
Sample Name: #06 Composite D -11 Coastal Planning
&Engineering, Inc.
Analysis Date: 08 -18 -15 2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM ph [phone]
Easting (ft): Northing (ft): Coordinate System: Elevation (ft):
North Carolina State Plane 0.0 NAVD 88
USCS:
Munsell:
Comments:
SW
Average Wet Munsell Value is 5, Average Dry Munsell
Value is 6
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /): Organics ( %): Carbonates ( %):
#20 - 1.10
Shell Hash ( %):
100.00
100.00
0.92
0.09
#230 - 1.01
3
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight
Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.01
0.01
0.01
0.01
3.5
-2.50
5.66
0.01
0.01
0.02
0.02
4
-2.25
4.76
0.05
0.05
0.07
0.07
5
-2.00
4.00
0.19
0.19
0.26
0.26
7
-1.50
2.83
0.63
0.63
0.89
0.89
10
-1.00
2.00
1.23
1.23
2.12
2.12
14
-0.50
1.41
2.36
2.36
4.48
4.48
18
0.00
1.00
3.22
3.22
7.70
7.70
25
0.50
0.71
4.12
4.12
11.82
11.82
35
1.00
0.50
6.43
6.43
18.25
18.25
45
1.50
0.35
12.69
12.69
30.94
30.94
60
2.00
0.25
22.32
22.32
53.26
53.26
80
2.50
0.18
29.15
29.15
82.41
82.41
120
3.00
0.13
14.12
14.12
96.53
96.53
170
3.50
0.09
2.14
2.14
98.67
98.67
200
3.75
0.07
0.23
0.23
98.90
98.90
230
4.00
0.06
0.09
0.09
98.99
98.99
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.95 2.56 2.37 1.93 1.27 0.83 -0.42
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.69 0.31 0.99 -1.23 4.63

Granularmetric Report
Depths and elevations based on measured values
Project Name: Town of Duck, NC
CB &I
Sample Name: #03 Composite D -13 Coastal Planning
&Engineering, Inc.
Analysis Date: 12 -09 -13 2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM ph [phone]
Easting (ft): Northing (ft): Coordinate System: Elevation (ft):
North Carolina State Plane 0.0 NAVD 88
USCS:
Munsell:
Comments:
SW
Average Wet Munsell
Value is 5,
Average Dry Munsell
Value is 6
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /): Organics ( %): Carbonates ( %):
#20 - 1.25
Shell Hash ( %):
100.00
100.00
1.14
0.01
#230 - 1.15
3
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight
Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.05
0.05
0.05
0.05
5/16"
-3.00
8.00
0.33
0.33
0.38
0.38
3.5
-2.50
5.66
1.51
1.51
1.89
1.89
4
-2.25
4.76
0.56
0.56
2.45
2.45
5
-2.00
4.00
0.77
0.77
3.22
3.22
7
-1.50
2.83
2.27
2.27
5.49
5.49
10
-1.00
2.00
2.95
2.95
8.44
8.44
14
-0.50
1.41
4.42
4.42
12.86
12.86
18
0.00
1.00
5.09
5.09
17.95
17.95
25
0.50
0.71
6.03
6.03
23.98
23.98
35
1.00
0.50
6.76
6.76
30.74
30.74
45
1.50
0.35
8.27
8.27
39.01
39.01
60
2.00
0.25
13.18
13.18
52.19
52.19
80
2.50
0.18
22.76
22.76
74.95
74.95
120
3.00
0.13
20.07
20.07
95.02
95.02
170
3.50
0.09
3.39
3.39
98.41
98.41
200
3.75
0.07
0.34
0.34
98.75
98.75
230
4.00
0.06
0.10
0.10
98.85
98.85
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.00
2.73
2.50
1.92
0.58
-0.19
-1.61
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.4
0.38
1.45
-1.07
3.42

Granularmetric Report
Depths and elevations based on measured values
Project Name: Town of Duck, NC
CB &I
Sample Name: #07 Composite D -15 Coastal Planning
&Engineering, Inc.
Analysis Date: 08 -18 -15 2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM ph [phone]
Easting (ft): Northing (ft): Coordinate System: Elevation (ft):
North Carolina State Plane 0.0 NAVD 88
USCS:
Munsell:
Comments:
SW
Average Wet Munsell
Value is 5,
Average Dry Munsell
Value is 6
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /): Organics ( %): Carbonates ( %):
#20 - 1.08
Shell Hash ( %):
100.00
100.00
0.94
0.05
#230 - 0.99
2
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight
Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.14
0.14
0.14
0.14
3.5
-2.50
5.66
0.48
0.48
0.62
0.62
4
-2.25
4.76
0.15
0.15
0.77
0.77
5
-2.00
4.00
0.22
0.22
0.99
0.99
7
-1.50
2.83
0.76
0.76
1.75
1.75
10
-1.00
2.00
1.24
1.24
2.99
2.99
14
-0.50
1.41
2.03
2.03
5.02
5.02
18
0.00
1.00
2.63
2.63
7.65
7.65
25
0.50
0.71
3.75
3.75
11.40
11.40
35
1.00
0.50
6.02
6.02
17.42
17.42
45
1.50
0.35
9.59
9.59
27.01
27.01
60
2.00
0.25
16.46
16.46
43.47
43.47
80
2.50
0.18
29.07
29.07
72.54
72.54
120
3.00
0.13
22.33
22.33
94.87
94.87
170
3.50
0.09
3.67
3.67
98.54
98.54
200
3.75
0.07
0.38
0.38
98.92
98.92
230
4.00
0.06
0.09
0.09
99.01
99.01
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.02
2.76
2.56
2.11
1.40
0.88
-0.50
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.81
0.29
1.1
-1.55
5.84

Granularmetric Report
Depths and elevations based on measured values
Project Name: Town of Duck, NC
CB &I
Sample Name: #08 Composite D -17 Coastal Planning
&Engineering, Inc.
Analysis Date: 08 -18 -15 2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM ph [phone]
Easting (ft): Northing (ft): Coordinate System: Elevation (ft):
North Carolina State Plane 0.0 NAVD 88
USCS:
Munsell:
Comments:
SW
Average Wet Munsell Value is 6, Average Dry Munsell
Value is 7
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /): Organics ( %): Carbonates ( %):
#20 - 1.08
Shell Hash ( %):
100.00
100.00
0.92
0.07
#230 - 0.99
3
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight
Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.20
0.20
0.20
0.20
5/16"
-3.00
8.00
1.18
1.18
1.38
1.38
3.5
-2.50
5.66
2.97
2.97
4.35
4.35
4
-2.25
4.76
0.65
0.65
5.00
5.00
5
-2.00
4.00
0.96
0.96
5.96
5.96
7
-1.50
2.83
1.60
1.60
7.56
7.56
10
-1.00
2.00
1.66
1.66
9.22
9.22
14
-0.50
1.41
2.50
2.50
11.72
11.72
18
0.00
1.00
2.77
2.77
14.49
14.49
25
0.50
0.71
3.09
3.09
17.58
17.58
35
1.00
0.50
4.74
4.74
22.32
22.32
45
1.50
0.35
8.59
8.59
30.91
30.91
60
2.00
0.25
16.40
16.40
47.31
47.31
80
2.50
0.18
28.29
28.29
75.60
75.60
120
3.00
0.13
19.83
19.83
95.43
95.43
170
3.50
0.09
3.13
3.13
98.56
98.56
200
3.75
0.07
0.36
0.36
98.92
98.92
230
4.00
0.06
0.09
0.09
99.01
99.01
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.99 2.71 2.49 2.05 1.16 0.24 -2.25
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.51 0.35 1.51 -1.59 4.9

Granularmetric Report
Depths and elevations based on measured values
Project Name: Town of Duck, NC
CB &I
Sample Name: #04 Composite D -18 Coastal Planning
&Engineering, Inc.
Analysis Date: 12 -09 -13 2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM ph [phone]
Easting (ft): Northing (ft): Coordinate System: Elevation (ft):
North Carolina State Plane 0.0 NAVD 88
USCS:
Munsell:
Comments:
SW
Average Wet Munsell
Value is 5,
Average Dry Munsell
Value is 6
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /): Organics ( %): Carbonates ( %):
#20 - 0.99
Shell Hash (%):
100.00
100.00
0.87
0.02
#230 - 0.89
5
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight
Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.14
0.14
0.14
0.14
5/16"
-3.00
8.00
0.42
0.42
0.56
0.56
3.5
-2.50
5.66
0.70
0.70
1.26
1.26
4
-2.25
4.76
0.45
0.45
1.71
1.71
5
-2.00
4.00
0.66
0.66
2.37
2.37
7
-1.50
2.83
1.46
1.46
3.83
3.83
10
-1.00
2.00
2.85
2.85
6.68
6.68
14
-0.50
1.41
5.16
5.16
11.84
11.84
18
0.00
1.00
5.50
5.50
17.34
17.34
25
0.50
0.71
5.67
5.67
23.01
23.01
35
1.00
0.50
6.52
6.52
29.53
29.53
45
1.50
0.35
8.89
8.89
38.42
38.42
60
2.00
0.25
13.40
13.40
51.82
51.82
80
2.50
0.18
19.63
19.63
71.45
71.45
120
3.00
0.13
22.88
22.88
94.33
94.33
170
3.50
0.09
4.30
4.30
98.63
98.63
200
3.75
0.07
0.38
0.38
99.01
99.01
230
4.00
0.06
0.10
0.10
99.11
99.11
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.08
2.77
2.58
1.93
0.65
-0.12
-1.29
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.47
0.36
1.41
-1.05
3.49

Granularmetric Report
Depths and elevations based on measured values
Project Name: Town of Duck, NC
CB &I
Sample Name: #09 Dune Composite Coastal Planning
&Engineering, Inc.
Analysis Date: 08 -18 -15 2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM ph [phone]
Easting (ft): Northing (ft): Coordinate System: Elevation (ft):
North Carolina State Plane 0.0 NAVD 88
USCS:
Munsell:
Wet - 0 -6/0 Comments:
SW
Dry - 0 -6/0
Washed - 0 -0/0
COMPOSITE
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /): Organics ( %): Carbonates (%):
#20 - 0.79
Shell Hash ( %):
100.00
100.00
0.68
0.09
#230 - 0.77
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight
Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.02
0.02
0.02
0.02
3.5
-2.50
5.66
0.09
0.09
0.11
0.11
4
-2.25
4.76
0.16
0.16
0.27
0.27
5
-2.00
4.00
0.13
0.13
0.40
0.40
7
-1.50
2.83
0.47
0.47
0.87
0.87
10
-1.00
2.00
0.92
0.92
1.79
1.79
14
-0.50
1.41
2.00
2.00
3.79
3.79
18
0.00
1.00
3.32
3.32
7.11
7.11
25
0.50
0.71
6.84
6.84
13.95
13.95
35
1.00
0.50
13.39
13.39
27.34
27.34
45
1.50
0.35
21.36
21.36
48.70
48.70
60
2.00
0.25
27.41
27.41
76.11
76.11
80
2.50
0.18
17.65
17.65
93.76
93.76
120
3.00
0.13
4.86
4.86
98.62
98.62
170
3.50
0.09
0.51
0.51
99.13
99.13
200
3.75
0.07
0.08
0.08
99.21
99.21
230
4.00
0.06
0.02
0.02
99.23
99.23
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.63 2.22 1.98 1.52 0.91 0.58 -0.32
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.37 0.39 0.88 -1 4.75

Granularmetric Report
Depths and elevations based on measured values
Project Name: Town of Duck, NC
CB &I
Sample Name: #10 TOD Composite Coastal Planning
&Engineering, Inc.
Analysis Date: 08 -18 -15 2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM ph [phone]
Easting (ft): Northing (ft): Coordinate System: Elevation (ft):
North Carolina State Plane 0.0 NAVD 88
USCS:
Munsell:
Wet - 0-6 /0 Comments:
SW
Dry - 0-7/0
Washed - 0 -0/0
COMPOSITE
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /): Organics (%: Carbonates (%):
#20 - 0.49
Shell Hash ( %):
100.00
100.00
0.41
0.07
#230 - 0.48
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight
Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.30
0.30
0.30
0.30
4
-2.25
4.76
0.24
0.24
0.54
0.54
5
-2.00
4.00
0.81
0.81
1.35
1.35
7
-1.50
2.83
2.24
2.24
3.59
3.59
10
-1.00
2.00
4.05
4.05
7.64
7.64
14
-0.50
1.41
6.78
6.78
14.42
14.42
18
0.00
1.00
9.67
9.67
24.09
24.09
25
0.50
0.71
12.33
12.33
36.42
36.42
35
1.00
0.50
14.72
14.72
51.14
51.14
45
1.50
0.35
18.65
18.65
69.79
69.79
60
2.00
0.25
18.55
18.55
88.34
88.34
80
2.50
0.18
9.31
9.31
97.65
97.65
120
3.00
0.13
1.68
1.68
99.33
99.33
170
3.50
0.09
0.15
0.15
99.48
99.48
200
3.75
0.07
0.03
0.03
99.51
99.51
230
4.00
0.06
0.01
0.01
99.52
99.52
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.36 1.88 1.64 0.96 0.04 -0.42 -1.33
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.77 0.59 1.11 -0.58 2.82

Granularmetric Report
Depths and elevations based on measured values
Project Name: Town of Duck, NC
CB &I
Sample Name: #11 Mid Berm Composite Coastal Planning
&Engineering, Inc.
Analysis Date: 08 -18 -15 2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM ph [phone]
Easting (ft): Northing (ft): Coordinate System: Elevation (ft):
North Carolina State Plane 0.0 NAVD 88
USCS:
Munsell:
Wet - 0 -6/0 Comments:
SW
Dry - 0 -6/0
Washed - 0 -0/0
COMPOSITE
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /): Organics (%: Carbonates (%):
#20 - 0.43
Shell Hash ( %):
100.00
100.00
0.36
0.07
#230 - 0.43
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight
Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.23
0.23
0.23
0.23
3.5
-2.50
5.66
0.38
0.38
0.61
0.61
4
-2.25
4.76
0.00
0.00
0.61
0.61
5
-2.00
4.00
0.04
0.04
0.65
0.65
7
-1.50
2.83
0.40
0.40
1.05
1.05
10
-1.00
2.00
1.89
1.89
2.94
2.94
14
-0.50
1.41
7.05
7.05
9.99
9.99
18
0.00
1.00
8.58
8.58
18.57
18.57
25
0.50
0.71
9.25
9.25
27.82
27.82
35
1.00
0.50
12.81
12.81
40.63
40.63
45
1.50
0.35
18.01
18.01
58.64
58.64
60
2.00
0.25
24.16
24.16
82.80
82.80
80
2.50
0.18
14.46
14.46
97.26
97.26
120
3.00
0.13
2.18
2.18
99.44
99.44
170
3.50
0.09
0.11
0.11
99.55
99.55
200
3.75
0.07
0.02
0.02
99.57
99.57
230
4.00
0.06
0.00
0.00
99.57
99.57
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.42 2.04 1.84 1.26 0.35 -0.15 -0.85
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.04 0.49 1.04 -0.78 3.37

Granularmetric Report
Depths and elevations based on measured values
Project Name: Town of Duck, NC
CB &I
Sample Name: #12BermCrestCom osite Coastal Planning
&Engineering, Inc.
Analysis Date: 08 -18 -15 2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM ph [phone]
Easting (ft): Northing (ft): Coordinate System: Elevation (ft):
North Carolina State Plane 0.0 NAVD 88
USCS:
Munsell:
Wet - 0-6 /0 Comments:
SP
Dry - 0-7/0
Washed - 0 -0/0
COMPOSITE
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /): Organics ( %): Carbonates (%):
#20 - 0.39
Shell Hash ( %):
100.00
100.00
0.35
0.04
#230 - 0.39
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight
Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.04
0.04
0.04
0.04
5
-2.00
4.00
0.01
0.01
0.05
0.05
7
-1.50
2.83
0.10
0.10
0.15
0.15
10
-1.00
2.00
0.25
0.25
0.40
0.40
14
-0.50
1.41
0.95
0.95
1.35
1.35
18
0.00
1.00
2.93
2.93
4.28
4.28
25
0.50
0.71
5.27
5.27
9.55
9.55
35
1.00
0.50
9.44
9.44
18.99
18.99
45
1.50
0.35
19.25
19.25
38.24
38.24
60
2.00
0.25
33.23
33.23
71.47
71.47
80
2.50
0.18
24.43
24.43
95.90
95.90
120
3.00
0.13
3.55
3.55
99.45
99.45
170
3.50
0.09
0.14
0.14
99.59
99.59
200
3.75
0.07
0.02
0.02
99.61
99.61
230
4.00
0.06
0.00
0.00
99.61
99.61
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.48 2.26 2.07 1.68 1.16 0.84 0.07
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.54 0.34 0.74 -1.03 4.42

Granularmetric Report
Depths and elevations based on measured values
Project Name: Town of Duck, NC
CB &I
Sample Name: #13 MHW Composite Coastal Planning
&Engineering, Inc.
Analysis Date: 08 -18 -15 2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM ph [phone]
Easting (ft): Northing (ft): Coordinate System: Elevation (ft):
North Carolina State Plane 0.0 NAVD 88
USCS:
Munsell:
Wet - 0 -5/0 Comments:
SW
Dry - 0 -6/0
Washed - 0 -0 /0
COMPOSITE
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /): Organics (%): Carbonates (%):
#20 - 0.79
Shell Hash ( %):
100.00
100.00
0.75
0.04
#230 - 0.79
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight
Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.14
0.14
0.14
0.14
5/16"
-3.00
8.00
0.21
0.21
0.35
0.35
3.5
-2.50
5.66
0.51
0.51
0.86
0.86
4
-2.25
4.76
0.26
0.26
1.12
1.12
5
-2.00
4.00
0.59
0.59
1.71
1.71
7
-1.50
2.83
2.03
2.03
3.74
3.74
10
-1.00
2.00
3.19
3.19
6.93
6.93
14
-0.50
1.41
6.10
6.10
13.03
13.03
18
0.00
1.00
7.42
7.42
20.45
20.45
25
0.50
0.71
8.04
8.04
28.49
28.49
35
1.00
0.50
9.07
9.07
37.56
37.56
45
1.50
0.35
13.43
13.43
50.99
50.99
60
2.00
0.25
22.89
22.89
73.88
73.88
80
2.50
0.18
21.39
21.39
95.27
95.27
120
3.00
0.13
3.81
3.81
99.08
99.08
170
3.50
0.09
0.11
0.11
99.19
99.19
200
3.75
0.07
0.02
0.02
99.21
99.21
230
4.00
0.06
0.00
0.00
99.21
99.21
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.49 2.24 2.03 1.46 0.28 -0.30 -1.30
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 1.07 0.48 1.22 -0.95 3.36

Granularmetric Report
Depths and elevations based on measured values
Project Name: Town of Duck, NC
CB &I
Sample Name: #14 MTL Composite Coastal Planning
&Engineering, Inc.
Analysis Date: 12 -09 -13 2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM ph [phone]
Easting (ft): Northing (ft): Coordinate System: Elevation (ft):
North Carolina State Plane 0.0 NAVD 88
USCS:
Munsell:
Wet - 0 -5/0 Comments:
SW
Dry - 0 -6/0
Washed - 0 -0 /0
COMPOSITE
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /): Organics (%): Carbonates (%):
#20 - 0.81
Shell Hash ( %):
100.00
100.00
0.76
0.04
#230 - 0.80
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight
Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
1.71
1.71
1.71
1.71
3.5
-2.50
5.66
5.01
5.01
6.72
6.72
4
-2.25
4.76
1.46
1.46
8.18
8.18
5
-2.00
4.00
2.21
2.21
10.39
10.39
7
-1.50
2.83
4.89
4.89
15.28
15.28
10
-1.00
2.00
6.56
6.56
21.84
21.84
14
-0.50
1.41
8.89
8.89
30.73
30.73
18
0.00
1.00
7.40
7.40
38.13
38.13
25
0.50
0.71
6.54
6.54
44.67
44.67
35
1.00
0.50
5.56
5.56
50.23
50.23
45
1.50
0.35
6.50
6.50
56.73
56.73
60
2.00
0.25
13.18
13.18
69.91
69.91
80
2.50
0.18
22.82
22.82
92.73
92.73
120
3.00
0.13
6.29
6.29
99.02
99.02
170
3.50
0.09
0.16
0.16
99.18
99.18
200
3.75
0.07
0.01
0.01
99.19
99.19
230
4.00
0.06
0.01
0.01
99.20
99.20
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.68 2.31 2.11 0.98 -0.82 -1.45 -2.67
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.54 0.69 1.72 -0.5 2.02

Granularmetric Report
Depths and elevations based on measured values
Project Name: Town of Duck, NC
CB &I
Sample Name: #15 MLW Composite Coastal Planning
&Engineering, Inc.
Analysis Date: 08 -18 -15 2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM ph [phone]
Easting (ft): Northing (ft): Coordinate System: Elevation (ft):
North Carolina State Plane 0.0 NAVD 88
USCS:
Munsell:
Wet - 0 -5/0 Comments:
SW
Dry - 0 -6/0
Washed - 0 -0 /0
COMPOSITE
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
Fines /): Organics (%: Carbonates (%):
#20 - 0.64
Shell Hash ( %):
100.00
100.00
0.58
0.06
#230 - 0.64
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight
Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.88
0.88
0.88
0.88
5/16"
-3.00
8.00
2.98
2.98
3.86
3.86
3.5
-2.50
5.66
8.27
8.27
12.13
12.13
4
-2.25
4.76
2.42
2.42
14.55
14.55
5
-2.00
4.00
3.29
3.29
17.84
17.84
7
-1.50
2.83
6.62
6.62
24.46
24.46
10
-1.00
2.00
7.53
7.53
31.99
31.99
14
-0.50
1.41
8.81
8.81
40.80
40.80
18
0.00
1.00
7.90
7.90
48.70
48.70
25
0.50
0.71
6.89
6.89
55.59
55.59
35
1.00
0.50
5.78
5.78
61.37
61.37
45
1.50
0.35
5.98
5.98
67.35
67.35
60
2.00
0.25
11.03
11.03
78.38
78.38
80
2.50
0.18
16.39
16.39
94.77
94.77
120
3.00
0.13
4.46
4.46
99.23
99.23
170
3.50
0.09
0.11
0.11
99.34
99.34
200
3.75
0.07
0.02
0.02
99.36
99.36
230
4.00
0.06
0.00
0.00
99.36
99.36
Phi 5 Phi 16 Phi 25 Phi 50 Phi 75 Phi 84 Phi 95
2.53 2.17 1.85 0.09 -1.46 -2.14 -2.93
Moment Mean Phi Mean mm Sorting Skewness Kurtosis
Statistics 0.04 0.97 1.84 -0.2 1.78

Granularmetric Report
Depths and elevations based on measured values
Project Name: Town of Duck, NC
CB &I
Sample Name: #16 Trough Composite Coastal Planning
&Engineering, Inc.
Analysis Date: 08 -18 -15 2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
Analyzed By: TM ph [phone]
Easting (ft): Northing (ft): Coordinate System: Elevation (ft):
North Carolina State Plane 0.0 NAVD 88
USCS:
Munsell:
Wet - 0 -5/0 Comments:
SP
Dry - 0 -6/0
Washed - 0 -0 /0
COMPOSITE
Dry Weight (g):
Wash Weight (g):
Pan Retained (g): Sieve
Loss ( %):
Fines /): Organics ( %): Carbonates (%):
#20 - 1.17
Shell Hash ( %):
100.00
100.00
1.07
0.05
#230 - 1.12
Sieve Number
Sieve Size
Sieve Size
Grams
% Weight
Cum. Grams
C. % Weight
(Phi)
(Millimeters)
Retained
Retained
Retained
Retained
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
0.07
0.07
0.07
0.07
7
-1.50
2.83
0.12
0.12
0.19
0.19
10
-1.00
2.00
0.32
0.32
0.51
0.51
14
-0.50
1.41
0.74
0.74
1.25
1.25
18
0.00
1.00
0.95
0.95
2.20
2.20
25
0.50
0.71
1.01
1.01
3.21
3.21
35
1.00
0.50
1.35
1.35
4.56
4.56
45
1.50
0.35
4.07
4.07
8.63
8.63
60
2.00
0.25
14.30
14.30
22.93
22.93
80
2.50
0.18
40.54
40.54
63.47
63.47
120
3.00
0.13
31.77
31.77
95.24
95.24
170
3.50
0.09
3.39
3.39
98.63
98.63
200
3.75
0.07
0.20
0.20
98.83
98.83
230
4.00
0.06
0.05
0.05
98.88
98.88
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.00
2.82
2.68
2.33
2.03
1.76
1.05
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.23
0.21
0.68
-2.19
10.6

Granularmetric Report
Depths and elevations based on measured values
Project Name: Town of Duck, NC
Sample Name: #17BarCrestComposite
Analysis Date: 08 -18 -15
Analyzed By: TM
Easting (ft): Northing (ft):
99% FAV
CB &I
Coastal Planning & Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Coordinate System: Elevation (ft):
North Carolina State Plane 0.0 NAVD 88
USCS:
Munsell:
Wet - 0 -5/0 Comments:
Retained
0.00
Dry - 0 -6/0
0.00
SP
Washed - 0 -0 /0
0.00
Dry Weight (g):
Wash Weight (g):
Pan Retained (g):
Sieve Loss ( %):
100.00
100.00
1.02
0.02
Sieve Number
Sieve Size
Sieve Size
Grams
0.31
(Phi)
(Millimeters)
Retained
3/4"
-4.25
19.03
0.00
5/8"
-4.00
16.00
0.00
7/16"
-3.50
11.31
0.00
5/16"
-3.00
8.00
0.00
3.5
-2.50
5.66
0.00
4
-2.25
4.76
0.00
5
-2.00
4.00
0.04
7
-1.50
2.83
0.02
10
-1.00
2.00
0.15
14
-0.50
1.41
0.31
18
0.00
1.00
0.48
25
0.50
0.71
0.76
35
1.00
0.50
2.02
45
1.50
0.35
5.80
60
2.00
0.25
17.06
80
2.50
0.18
39.79
120
3.00
0.13
28.56
170
3.50
0.09
3.72
200
3.75
0.07
0.22
230
4.00
0.06
0.03
COMPOSITE
#20
lines 1.07 Organics (%):
#230 - 1.04
Carbonates (%): I Shell Hash ( %):
% Weight
Cum. Grams
Retained
Retained
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.04
0.04
0.02
0.06
0.15
0.21
0.31
0.52
0.48
1.00
0.76
1.76
2.02
3.78
5.80
9.58
17.06
26.64
39.79
66.43
28.56
94.99
3.72
98.71
0.22
98.93
0.03
98.96
Phi 5
Phi 16 Phi 25 Phi 50
3.00
2.81 2.65 2.29
Moment
Mean Phi Mean mm Sorting
Statistics
2.22 0.21 0.62
Phi 75 Phi 84
1.95 1.69
Skewness
-1.55
C. % Weight
Retained
0.00
0.00
0.00
0.00
0.00
0.00
0.04
0.06
0.21
0.52
1.00
1.76
3.78
9.58
26.64
66.43
94.99
98.71
98.93
98.96
Phi 95
1.11
Kurtosis
8.17

F -
of
0
a
W
of
U
of
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Town of Duck, NC
Sample Name: #18 (-12.5) Composite
Analysis Date: 08-18-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SP
Munsell: Wet - 0-5/0
Dry - 0-6/0
Washed - 0-0/0
Comments:
COMPOSITE
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
1.20
Sieve Loss (%:
0.06
Fines / ):
#20b - 1.40
#230 - 1.26
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.05
0.05
0.05
0.05
4
-2.25
4.76
0.05
0.05
0.10
0.10
5
-2.00
4.00
0.00
0.00
0.10
0.10
7
-1.50
2.83
0.26
0.26
0.36
0.36
10
-1.00
2.00
0.61
0.61
0.97
0.97
14
-0.50
1.41
0.81
0.81
1.78
1.78
18
0.00
1.00
0.73
0.73
2.51
2.51
25
0.50
0.71
0.65
0.65
3.16
3.16
35
1.00
0.50
1.18
1.18
4.34
4.34
45
1.50
0.35
3.23
3.23
7.57
7.57
60
2.00
0.25
8.85
8.85
16.42
16.42
80
2.50
0.18
33.93
33.93
50.35
50.35
120
3.00
0.13
40.99
40.99
91.34
91.34
170
3.50
0.09
6.72
6.72
98.06
98.06
200
3.75
0.07
0.54
0.54
98.60
98.60
230
4.00
0.06
0.14
0.14
98.74
98.74
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.27
2.91
2.80
2.49
2.13
1.98
1.10
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.35
0.20
0.74
-2.58
12.74

F -
of
0
a
W
of
U
of
F-
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2
5
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Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Town of Duck, NC
Sample Name: #19 (-15.0) Composite
Analysis Date: 08-18-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SW
Munsell: Wet - 0-5/0
Dry - 0-6/0
Washed - 0-0/0
Comments:
COMPOSITE
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.94
Sieve Loss (%:
0.05
Fines /):
#20b - 1.08
#230 - 0.99
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.14
0.14
0.14
0.14
3.5
-2.50
5.66
0.48
0.48
0.62
0.62
4
-2.25
4.76
0.15
0.15
0.77
0.77
5
-2.00
4.00
0.22
0.22
0.99
0.99
7
-1.50
2.83
0.76
0.76
1.75
1.75
10
-1.00
2.00
1.24
1.24
2.99
2.99
14
-0.50
1.41
2.03
2.03
5.02
5.02
18
0.00
1.00
2.63
2.63
7.65
7.65
25
0.50
0.71
3.75
3.75
11.40
11.40
35
1.00
0.50
6.02
6.02
17.42
17.42
45
1.50
0.35
9.59
9.59
27.01
27.01
60
2.00
0.25
16.46
16.46
43.47
43.47
80
2.50
0.18
29.07
29.07
72.54
72.54
120
3.00
0.13
22.33
22.33
94.87
94.87
170
3.50
0.09
3.67
3.67
98.54
98.54
200
3.75
0.07
0.38
0.38
98.92
98.92
230
4.00
0.06
0.09
0.09
99.01
99.01
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.02
2.76
2.56
2.11
1.40
0.88
-0.50
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.81
0.29
1.1
-1.55
5.84

F -
of
0
a
W
of
U
of
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Town of Duck, NC
Sample Name: #20 (-17.5) Composite
Analysis Date: 08-18-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SW
Munsell: Wet - 0-4/0
Dry - 0-6/0
Washed - 0-0/0
Comments:
COMPOSITE
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.92
Sieve Loss (%:
0.07
Fines /):
#20b - 1.08
#230 - 0.99
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.20
0.20
0.20
0.20
5/16"
-3.00
8.00
1.18
1.18
1.38
1.38
3.5
-2.50
5.66
2.97
2.97
4.35
4.35
4
-2.25
4.76
0.65
0.65
5.00
5.00
5
-2.00
4.00
0.96
0.96
5.96
5.96
7
-1.50
2.83
1.60
1.60
7.56
7.56
10
-1.00
2.00
1.66
1.66
9.22
9.22
14
-0.50
1.41
2.50
2.50
11.72
11.72
18
0.00
1.00
2.77
2.77
14.49
14.49
25
0.50
0.71
3.09
3.09
17.58
17.58
35
1.00
0.50
4.74
4.74
22.32
22.32
45
1.50
0.35
8.59
8.59
30.91
30.91
60
2.00
0.25
16.40
16.40
47.31
47.31
80
2.50
0.18
28.29
28.29
75.60
75.60
120
3.00
0.13
19.83
19.83
95.43
95.43
170
3.50
0.09
3.13
3.13
98.56
98.56
200
3.75
0.07
0.36
0.36
98.92
98.92
230
4.00
0.06
0.09
0.09
99.01
99.01
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.99
2.71
2.49
2.05
1.16
0.24
-2.25
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.51
0.35
1.51
-1.59
4.9

F -
of
0
a
W
of
U
of
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Town of Duck, NC
Sample Name: #21 (-20.0) Composite
Analysis Date: 08-18-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SP
Munsell: Wet - 0-4/0
Dry - 0-5/0
Washed - 0-0/0
Comments:
COMPOSITE
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
1.64
Sieve Loss (%:
0.02
Fines / ):
#20b - 2.06
#230 - 1.66
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.26
0.26
0.26
0.26
3.5
-2.50
5.66
0.11
0.11
0.37
0.37
4
-2.25
4.76
0.15
0.15
0.52
0.52
5
-2.00
4.00
0.07
0.07
0.59
0.59
7
-1.50
2.83
0.15
0.15
0.74
0.74
10
-1.00
2.00
0.09
0.09
0.83
0.83
14
-0.50
1.41
0.05
0.05
0.88
0.88
18
0.00
1.00
0.03
0.03
0.91
0.91
25
0.50
0.71
0.14
0.14
1.05
1.05
35
1.00
0.50
0.23
0.23
1.28
1.28
45
1.50
0.35
0.34
0.34
1.62
1.62
60
2.00
0.25
2.48
2.48
4.10
4.10
80
2.50
0.18
26.54
26.54
30.64
30.64
120
3.00
0.13
52.72
52.72
83.36
83.36
170
3.50
0.09
13.09
13.09
96.45
96.45
200
3.75
0.07
1.49
1.49
97.94
97.94
230
4.00
0.06
0.40
0.40
98.34
98.34
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.44
3.02
2.92
2.68
2.39
2.22
2.02
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.61
0.16
0.63
-4.87
41.58

F-
W
0
a
W
W
U
Ix
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Town of Duck, NC
Sample Name: #22TotalBeachCom osite
Analysis Date: 08-18-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SW
Munsell:
Comments:
Average Dry Munsell Value is 5, Average Dry Munsell Value is 6
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.96
Sieve Loss (%:
0.05
Fines/ ):
#20b- 1.10
#230 - 1.01
Organics (%:
Carbonates (%:
2
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.08
0.08
0.08
0.08
5/16"
-3.00
8.00
0.41
0.41
0.49
0.49
3.5
-2.50
5.66
1.14
1.14
1.63
1.63
4
-2.25
4.76
0.37
0.37
2.00
2.00
5
-2.00
4.00
0.56
0.56
2.56
2.56
7
-1.50
2.83
1.34
1.34
3.90
3.90
10
-1.00
2.00
1.99
1.99
5.89
5.89
14
-0.50
1.41
3.30
3.30
9.19
9.19
18
0.00
1.00
3.84
3.84
13.03
13.03
25
0.50
0.71
4.53
4.53
17.56
17.56
35
1.00
0.50
6.09
6.09
23.65
23.65
45
1.50
0.35
9.61
9.61
33.26
33.26
60
2.00
0.25
16.35
16.35
49.61
49.61
80
2.50
0.18
25.78
25.78
75.39
75.39
120
3.00
0.13
19.85
19.85
95.24
95.24
170
3.50
0.09
3.32
3.32
98.56
98.56
200
3.75
0.07
0.34
0.34
98.90
98.90
230
4.00
0.06
0.09
0.09
98.99
98.99
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.99
2.72
2.49
2.01
1.07
0.33
-1.22
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.58
0.33
1.32
-1.4
4.72

F-
W
0
a
W
W
U
Ix
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kitty Hawk, NC
Sample Name: 01 KHO+OOCom osite
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 6
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.87
Sieve Loss (%:
0.06
Fines/ ):
#20b - 0.96
#230 - 0.93
Organics (%:
Carbonates (%:
2
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.11
0.11
0.11
0.11
4
-2.25
4.76
0.17
0.17
0.28
0.28
5
-2.00
4.00
0.50
0.50
0.78
0.78
7
-1.50
2.83
1.68
1.68
2.46
2.46
10
-1.00
2.00
3.00
3.00
5.46
5.46
14
-0.50
1.41
4.18
4.18
9.64
9.64
18
0.00
1.00
5.63
5.63
15.27
15.27
25
0.50
0.71
9.20
9.20
24.47
24.47
35
1.00
0.50
10.62
10.62
35.09
35.09
45
1.50
0.35
9.19
9.19
44.28
44.28
60
2.00
0.25
13.10
13.10
57.38
57.38
80
2.50
0.18
22.82
22.82
80.20
80.20
120
3.00
0.13
16.77
16.77
96.97
96.97
170
3.50
0.09
1.92
1.92
98.89
98.89
200
3.75
0.07
0.15
0.15
99.04
99.04
230
4.00
0.06
0.03
0.03
99.07
99.07
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.94
2.61
2.39
1.72
0.52
0.04
-1.08
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.37
0.39
1.25
-0.76
2.79

F-
W
0
a
W
W
U
Ix
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kitty Hawk, NC
Sample Name: 02 KH50+OOCom osite
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.86
Sieve Loss (%:
0.04
Fines/ ):
#20b - 0.97
#230 - 0.90
Organics (%:
Carbonates (%:
2
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.18
0.18
0.18
0.18
3.5
-2.50
5.66
2.40
2.40
2.58
2.58
4
-2.25
4.76
1.03
1.03
3.61
3.61
5
-2.00
4.00
1.74
1.74
5.35
5.35
7
-1.50
2.83
2.63
2.63
7.98
7.98
10
-1.00
2.00
2.69
2.69
10.67
10.67
14
-0.50
1.41
3.76
3.76
14.43
14.43
18
0.00
1.00
4.70
4.70
19.13
19.13
25
0.50
0.71
6.10
6.10
25.23
25.23
35
1.00
0.50
7.04
7.04
32.27
32.27
45
1.50
0.35
6.71
6.71
38.98
38.98
60
2.00
0.25
13.50
13.50
52.48
52.48
80
2.50
0.18
25.90
25.90
78.38
78.38
120
3.00
0.13
18.10
18.10
96.48
96.48
170
3.50
0.09
2.33
2.33
98.81
98.81
200
3.75
0.07
0.22
0.22
99.03
99.03
230
4.00
0.06
0.07
0.07
99.10
99.10
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.96
2.66
2.43
1.91
0.48
-0.33
-2.05
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.31
0.40
1.52
-1.1
3.3

F-
W
0
a
W
W
U
Ix
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kitty Hawk, NC
Sample Name: 03 KH75+OOCom osite
Analysis Date: 08-20-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.92
Sieve Loss (%:
0.06
Fines/):
#20b - 1.05
#230 - 0.98
Organics (%:
Carbonates (%:
3
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.23
0.23
0.23
0.23
3.5
-2.50
5.66
0.95
0.95
1.18
1.18
4
-2.25
4.76
0.81
0.81
1.99
1.99
5
-2.00
4.00
1.65
1.65
3.64
3.64
7
-1.50
2.83
3.47
3.47
7.11
7.11
10
-1.00
2.00
3.60
3.60
10.71
10.71
14
-0.50
1.41
5.35
5.35
16.06
16.06
18
0.00
1.00
7.30
7.30
23.36
23.36
25
0.50
0.71
7.83
7.83
31.19
31.19
35
1.00
0.50
8.62
8.62
39.81
39.81
45
1.50
0.35
5.90
5.90
45.71
45.71
60
2.00
0.25
13.40
13.40
59.11
59.11
80
2.50
0.18
19.34
19.34
78.45
78.45
120
3.00
0.13
17.33
17.33
95.78
95.78
170
3.50
0.09
2.88
2.88
98.66
98.66
200
3.75
0.07
0.29
0.29
98.95
98.95
230
4.00
0.06
0.07
0.07
99.02
99.02
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.98
2.66
2.41
1.66
0.10
-0.51
-1.80
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.17
0.44
1.51
-0.73
2.58

F-
W
0
a
W
W
U
Ix
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kitty Hawk, NC
Sample Name: 04KH110+OOCom osite
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.84
Sieve Loss (%:
0.04
Fines/ ):
#20b - 0.93
#230 - 0.88
Organics (%:
Carbonates (%:
2
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.23
0.23
0.23
0.23
5/16"
-3.00
8.00
0.24
0.24
0.47
0.47
3.5
-2.50
5.66
0.51
0.51
0.98
0.98
4
-2.25
4.76
0.49
0.49
1.47
1.47
5
-2.00
4.00
0.73
0.73
2.20
2.20
7
-1.50
2.83
2.65
2.65
4.85
4.85
10
-1.00
2.00
4.65
4.65
9.50
9.50
14
-0.50
1.41
5.70
5.70
15.20
15.20
18
0.00
1.00
6.00
6.00
21.20
21.20
25
0.50
0.71
4.90
4.90
26.10
26.10
35
1.00
0.50
4.25
4.25
30.35
30.35
45
1.50
0.35
5.31
5.31
35.66
35.66
60
2.00
0.25
13.23
13.23
48.89
48.89
80
2.50
0.18
28.61
28.61
77.50
77.50
120
3.00
0.13
18.64
18.64
96.14
96.14
170
3.50
0.09
2.69
2.69
98.83
98.83
200
3.75
0.07
0.24
0.24
99.07
99.07
230
4.00
0.06
0.05
0.05
99.12
99.12
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.97
2.67
2.46
2.02
0.39
-0.43
-1.48
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.39
0.38
1.47
-1.03
3.07

F-
W
0
a
W
W
U
Ix
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kitty Hawk, NC
Sample Name: 05KH160+OOCom osite
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.96
Sieve Loss (%:
0.04
Fines/ ):
#20b - 1.14
#230 - 1.00
Organics (%:
Carbonates (%:
2
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.18
0.18
0.18
0.18
3.5
-2.50
5.66
0.46
0.46
0.64
0.64
4
-2.25
4.76
0.20
0.20
0.84
0.84
5
-2.00
4.00
0.37
0.37
1.21
1.21
7
-1.50
2.83
1.01
1.01
2.22
2.22
10
-1.00
2.00
1.54
1.54
3.76
3.76
14
-0.50
1.41
3.18
3.18
6.94
6.94
18
0.00
1.00
5.18
5.18
12.12
12.12
25
0.50
0.71
6.91
6.91
19.03
19.03
35
1.00
0.50
8.37
8.37
27.40
27.40
45
1.50
0.35
7.25
7.25
34.65
34.65
60
2.00
0.25
9.91
9.91
44.56
44.56
80
2.50
0.18
26.49
26.49
71.05
71.05
120
3.00
0.13
23.68
23.68
94.73
94.73
170
3.50
0.09
3.71
3.71
98.44
98.44
200
3.75
0.07
0.42
0.42
98.86
98.86
230
4.00
0.06
0.14
0.14
99.00
99.00
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.04
2.77
2.58
2.10
0.86
0.28
-0.81
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.64
0.32
1.25
-1.11
3.79

F-
W
0
a
W
W
U
Ix
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
Coastal Planning &Engineering, Inc.
g &
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kitty Hawk, NC
Sample Name: 06 DuneCom osite
P P
Analysis Date: 08-20-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
LISCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 6, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.30
Sieve Loss (%:
0.11
Fines/ ):
#20b - 0.42
#230 - 0.41
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.03
0.03
0.03
0.03
4
-2.25
4.76
0.16
0.16
0.19
0.19
5
-2.00
4.00
0.32
0.32
0.51
0.51
7
-1.50
2.83
2.04
2.04
2.55
2.55
10
-1.00
2.00
4.72
4.72
7.27
7.27
14
-0.50
1.41
7.76
7.76
15.03
15.03
18
0.00
1.00
8.80
8.80
23.83
23.83
25
0.50
0.71
12.00
12.00
35.83
35.83
35
1.00
0.50
18.44
18.44
54.27
54.27
45
1.50
0.35
15.38
15.38
69.65
69.65
60
2.00
0.25
19.74
19.74
89.39
89.39
80
2.50
0.18
8.98
8.98
98.37
98.37
120
3.00
0.13
1.08
1.08
99.45
99.45
170
3.50
0.09
0.11
0.11
99.56
99.56
200
3.75
0.07
0.02
0.02
99.58
99.58
230
4.00
0.06
0.01
0.01
99.59
99.59
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.31
1.86
1.64
0.88
0.05
-0.44
-1.24
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.76
0.59
1.07
-0.49
2.57

F-
W
0
a
W
W
U
Ix
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kitty Hawk, NC
Sample Name: 07 TODCom osite
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 6
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.30
Sieve Loss (%:
0.08
Fines/ ):
#20b - 0.38
#230 - 0.38
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.11
0.11
0.11
0.11
4
-2.25
4.76
0.03
0.03
0.14
0.14
5
-2.00
4.00
0.28
0.28
0.42
0.42
7
-1.50
2.83
1.67
1.67
2.09
2.09
10
-1.00
2.00
6.90
6.90
8.99
8.99
14
-0.50
1.41
12.90
12.90
21.89
21.89
18
0.00
1.00
15.36
15.36
37.25
37.25
25
0.50
0.71
17.51
17.51
54.76
54.76
35
1.00
0.50
17.72
17.72
72.48
72.48
45
1.50
0.35
13.26
13.26
85.74
85.74
60
2.00
0.25
9.44
9.44
95.18
95.18
80
2.50
0.18
3.67
3.67
98.85
98.85
120
3.00
0.13
0.70
0.70
99.55
99.55
170
3.50
0.09
0.06
0.06
99.61
99.61
200
3.75
0.07
0.01
0.01
99.62
99.62
230
4.00
0.06
0.00
0.00
99.62
99.62
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
1.99
1.43
1.10
0.36
-0.40
-0.73
-1.29
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.35
0.78
1
0
2.45

F-
W
0
a
W
W
U
Ix
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kitty Hawk, NC
Sample Name: 08 Mid Berm Composite
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 7, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.43
Sieve Loss (%:
0.04
Fines/ ):
#20b - 0.47
#230 - 0.47
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.10
0.10
0.10
0.10
5
-2.00
4.00
0.20
0.20
0.30
0.30
7
-1.50
2.83
1.03
1.03
1.33
1.33
10
-1.00
2.00
2.03
2.03
3.36
3.36
14
-0.50
1.41
5.40
5.40
8.76
8.76
18
0.00
1.00
10.19
10.19
18.95
18.95
25
0.50
0.71
14.93
14.93
33.88
33.88
35
1.00
0.50
15.61
15.61
49.49
49.49
45
1.50
0.35
13.11
13.11
62.60
62.60
60
2.00
0.25
18.42
18.42
81.02
81.02
80
2.50
0.18
14.97
14.97
95.99
95.99
120
3.00
0.13
3.33
3.33
99.32
99.32
170
3.50
0.09
0.19
0.19
99.51
99.51
200
3.75
0.07
0.02
0.02
99.53
99.53
230
4.00
0.06
0.00
0.00
99.53
99.53
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.47
2.10
1.84
1.02
0.20
-0.14
-0.85
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.96
0.51
1.05
-0.36
2.49

F-
W
0
a
W
W
U
Ix
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kitty Hawk, NC
Sample Name: 09 Berm CrestCom posite
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 6, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.39
Sieve Loss (%:
0.07
Fines/ ):
#20b - 0.47
#230 - 0.46
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.08
0.08
0.08
0.08
7
-1.50
2.83
0.23
0.23
0.31
0.31
10
-1.00
2.00
0.56
0.56
0.87
0.87
14
-0.50
1.41
1.84
1.84
2.71
2.71
18
0.00
1.00
5.47
5.47
8.18
8.18
25
0.50
0.71
12.41
12.41
20.59
20.59
35
1.00
0.50
14.26
14.26
34.85
34.85
45
1.50
0.35
13.14
13.14
47.99
47.99
60
2.00
0.25
21.67
21.67
69.66
69.66
80
2.50
0.18
23.61
23.61
93.27
93.27
120
3.00
0.13
6.02
6.02
99.29
99.29
170
3.50
0.09
0.23
0.23
99.52
99.52
200
3.75
0.07
0.01
0.01
99.53
99.53
230
4.00
0.06
0.01
0.01
99.54
99.54
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.64
2.30
2.11
1.55
0.65
0.32
-0.29
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.35
0.39
0.92
-0.55
2.68

F-
W
0
a
W
W
U
Ix
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kitty Hawk, NC
Sample Name: 10MHWCom osite
Analysis Date: 08-20-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.99
Sieve Loss (%:
0.07
Fines/ ):
#20b - 1.07
#230 - 1.06
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.48
0.48
0.48
0.48
3.5
-2.50
5.66
0.69
0.69
1.17
1.17
4
-2.25
4.76
0.30
0.30
1.47
1.47
5
-2.00
4.00
0.78
0.78
2.25
2.25
7
-1.50
2.83
2.31
2.31
4.56
4.56
10
-1.00
2.00
3.73
3.73
8.29
8.29
14
-0.50
1.41
5.90
5.90
14.19
14.19
18
0.00
1.00
7.64
7.64
21.83
21.83
25
0.50
0.71
6.76
6.76
28.59
28.59
35
1.00
0.50
6.64
6.64
35.23
35.23
45
1.50
0.35
7.00
7.00
42.23
42.23
60
2.00
0.25
21.67
21.67
63.90
63.90
80
2.50
0.18
28.44
28.44
92.34
92.34
120
3.00
0.13
6.20
6.20
98.54
98.54
170
3.50
0.09
0.34
0.34
98.88
98.88
200
3.75
0.07
0.05
0.05
98.93
98.93
230
4.00
0.06
0.01
0.01
98.94
98.94
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.71
2.35
2.20
1.68
0.23
-0.38
-1.44
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.16
0.45
1.33
-0.99
3.14

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a
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W
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Ix
F-
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2
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9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kitty Hawk, NC
Sample Name: 11 MTLCom osite
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.91
Sieve Loss (%:
0.08
Fines/ ):
#20b - 0.99
#230 - 0.99
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.22
0.22
0.22
0.22
3.5
-2.50
5.66
1.12
1.12
1.34
1.34
4
-2.25
4.76
0.52
0.52
1.86
1.86
5
-2.00
4.00
1.39
1.39
3.25
3.25
7
-1.50
2.83
4.92
4.92
8.17
8.17
10
-1.00
2.00
6.65
6.65
14.82
14.82
14
-0.50
1.41
6.66
6.66
21.48
21.48
18
0.00
1.00
6.89
6.89
28.37
28.37
25
0.50
0.71
8.36
8.36
36.73
36.73
35
1.00
0.50
10.83
10.83
47.56
47.56
45
1.50
0.35
8.68
8.68
56.24
56.24
60
2.00
0.25
14.65
14.65
70.89
70.89
80
2.50
0.18
21.49
21.49
92.38
92.38
120
3.00
0.13
6.36
6.36
98.74
98.74
170
3.50
0.09
0.25
0.25
98.99
98.99
200
3.75
0.07
0.02
0.02
99.01
99.01
230
4.00
0.06
0.00
0.00
99.01
99.01
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.71
2.31
2.10
1.14
-0.24
-0.91
-1.82
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.83
0.56
1.45
-0.59
2.29

F-
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0
a
W
W
U
Ix
F-
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2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kitty Hawk, NC
Sample Name: 12 MLWCom osite
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 6, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.71
Sieve Loss (%:
0.05
Fines/ ):
#20b - 0.76
#230 - 0.76
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.60
0.60
0.60
0.60
5/16"
-3.00
8.00
0.67
0.67
1.27
1.27
3.5
-2.50
5.66
5.99
5.99
7.26
7.26
4
-2.25
4.76
3.64
3.64
10.90
10.90
5
-2.00
4.00
6.67
6.67
17.57
17.57
7
-1.50
2.83
10.50
10.50
28.07
28.07
10
-1.00
2.00
9.67
9.67
37.74
37.74
14
-0.50
1.41
11.70
11.70
49.44
49.44
18
0.00
1.00
15.75
15.75
65.19
65.19
25
0.50
0.71
13.16
13.16
78.35
78.35
35
1.00
0.50
6.69
6.69
85.04
85.04
45
1.50
0.35
1.98
1.98
87.02
87.02
60
2.00
0.25
4.23
4.23
91.25
91.25
80
2.50
0.18
6.00
6.00
97.25
97.25
120
3.00
0.13
1.92
1.92
99.17
99.17
170
3.50
0.09
0.06
0.06
99.23
99.23
200
3.75
0.07
0.01
0.01
99.24
99.24
230
4.00
0.06
0.00
0.00
99.24
99.24
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.31
0.92
0.37
-0.48
-1.65
-2.06
-2.69
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
-0.5
1.41
1.45
0.31
2.53

F-
W
0
a
W
W
U
Ix
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kitty Hawk, NC
Sample Name: 13 Trough Composite
Analysis Date: 08-20-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.97
Sieve Loss (%:
0.03
Fines/ ):
#20b - 1.00
#230 - 1.00
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.80
0.80
0.80
0.80
3.5
-2.50
5.66
3.30
3.30
4.10
4.10
4
-2.25
4.76
2.27
2.27
6.37
6.37
5
-2.00
4.00
3.21
3.21
9.58
9.58
7
-1.50
2.83
6.87
6.87
16.45
16.45
10
-1.00
2.00
5.61
5.61
22.06
22.06
14
-0.50
1.41
5.10
5.10
27.16
27.16
18
0.00
1.00
4.05
4.05
31.21
31.21
25
0.50
0.71
3.77
3.77
34.98
34.98
35
1.00
0.50
5.70
5.70
40.68
40.68
45
1.50
0.35
7.73
7.73
48.41
48.41
60
2.00
0.25
14.82
14.82
63.23
63.23
80
2.50
0.18
24.40
24.40
87.63
87.63
120
3.00
0.13
10.61
10.61
98.24
98.24
170
3.50
0.09
0.72
0.72
98.96
98.96
200
3.75
0.07
0.04
0.04
99.00
99.00
230
4.00
0.06
0.00
0.00
99.00
99.00
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.85
2.43
2.24
1.55
-0.71
-1.53
-2.40
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.8
0.57
1.75
-0.69
2.1

F-
W
0
a
W
W
U
Ix
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kitty Hawk, NC
Sample Name: 14 BarCrest Composite
Analysis Date: 08-20-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SP
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
1.23
Sieve Loss (%:
0.02
Fines/ ):
#20b - 1.34
#230 - 1.25
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.21
0.21
0.21
0.21
4
-2.25
4.76
0.00
0.00
0.21
0.21
5
-2.00
4.00
0.00
0.00
0.21
0.21
7
-1.50
2.83
0.05
0.05
0.26
0.26
10
-1.00
2.00
0.08
0.08
0.34
0.34
14
-0.50
1.41
0.12
0.12
0.46
0.46
18
0.00
1.00
0.28
0.28
0.74
0.74
25
0.50
0.71
0.63
0.63
1.37
1.37
35
1.00
0.50
1.61
1.61
2.98
2.98
45
1.50
0.35
2.35
2.35
5.33
5.33
60
2.00
0.25
13.38
13.38
18.71
18.71
80
2.50
0.18
44.27
44.27
62.98
62.98
120
3.00
0.13
31.02
31.02
94.00
94.00
170
3.50
0.09
4.30
4.30
98.30
98.30
200
3.75
0.07
0.36
0.36
98.66
98.66
230
4.00
0.06
0.09
0.09
98.75
98.75
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.12
2.84
2.69
2.35
2.07
1.90
1.43
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.3
0.20
0.59
-2.51
18.05

F-
W
0
a
W
W
U
Ix
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kitty Hawk, NC
Sample Name: 15 (-12.5) Composite
Analysis Date: 08-20-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SP
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
1.19
Sieve Loss (%:
0.03
Fines/ ):
#20b - 1.34
#230 - 1.22
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.13
0.13
0.13
0.13
14
-0.50
1.41
0.05
0.05
0.18
0.18
18
0.00
1.00
0.11
0.11
0.29
0.29
25
0.50
0.71
0.44
0.44
0.73
0.73
35
1.00
0.50
1.57
1.57
2.30
2.30
45
1.50
0.35
3.53
3.53
5.83
5.83
60
2.00
0.25
12.30
12.30
18.13
18.13
80
2.50
0.18
44.26
44.26
62.39
62.39
120
3.00
0.13
32.14
32.14
94.53
94.53
170
3.50
0.09
3.72
3.72
98.25
98.25
200
3.75
0.07
0.41
0.41
98.66
98.66
230
4.00
0.06
0.12
0.12
98.78
98.78
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.06
2.84
2.70
2.36
2.08
1.91
1.38
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.32
0.20
0.52
-1.33
8.06

F-
W
0
a
W
W
U
Ix
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
Coastal Planning &Engineering, Inc.
g &
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kitty Hawk, NC
Sample Name: 16 15 Composite
P (- ) P
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
LISCS:
SP
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
1.21
Sieve Loss (%:
0.02
Fines/ ):
#20b - 1.35
#230 - 1.23
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.01
0.01
0.01
0.01
10
-1.00
2.00
0.03
0.03
0.04
0.04
14
-0.50
1.41
0.03
0.03
0.07
0.07
18
0.00
1.00
0.11
0.11
0.18
0.18
25
0.50
0.71
0.36
0.36
0.54
0.54
35
1.00
0.50
1.29
1.29
1.83
1.83
45
1.50
0.35
2.06
2.06
3.89
3.89
60
2.00
0.25
8.11
8.11
12.00
12.00
80
2.50
0.18
40.06
40.06
52.06
52.06
120
3.00
0.13
40.12
40.12
92.18
92.18
170
3.50
0.09
5.90
5.90
98.08
98.08
200
3.75
0.07
0.57
0.57
98.65
98.65
230
4.00
0.06
0.12
0.12
98.77
98.77
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.24
2.90
2.79
2.47
2.16
2.05
1.57
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.43
0.19
0.49
-1.29
7.86

F-
W
0
a
W
W
U
Ix
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kitty Hawk, NC
Sample Name: 17 (-17.5) Composite
Analysis Date: 08-20-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SP
Munsell:
Comments:
Average Wet Munsell Value is 4, Average Dry Munsell Value is 6
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
1.33
Sieve Loss (%:
0.02
Fines/ ):
#20b - 1.54
#230 - 1.35
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.03
0.03
0.03
0.03
10
-1.00
2.00
0.06
0.06
0.09
0.09
14
-0.50
1.41
0.11
0.11
0.20
0.20
18
0.00
1.00
0.19
0.19
0.39
0.39
25
0.50
0.71
0.35
0.35
0.74
0.74
35
1.00
0.50
0.59
0.59
1.33
1.33
45
1.50
0.35
0.88
0.88
2.21
2.21
60
2.00
0.25
3.89
3.89
6.10
6.10
80
2.50
0.18
31.38
31.38
37.48
37.48
120
3.00
0.13
51.98
51.98
89.46
89.46
170
3.50
0.09
8.22
8.22
97.68
97.68
200
3.75
0.07
0.78
0.78
98.46
98.46
230
4.00
0.06
0.19
0.19
98.65
98.65
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.34
2.95
2.86
2.62
2.30
2.16
1.86
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.55
0.17
0.47
-2.11
14.64

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Granularmetric Report
Depths and elevations based on measured values
/
Coastal Planning &Engineering, Inc.
g &
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kitty Hawk, NC
Sample Name: 18 20 Composite
P (- ) P
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
LISCS:
SP
Munsell:
Comments:
Average Wet Munsell Value is 4, Average Dry Munsell Value is 5
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
1.61
Sieve Loss (%:
0.02
Fines /):
#20b - 2.02
#230 - 1.63
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.04
0.04
0.04
0.04
4
-2.25
4.76
0.01
0.01
0.05
0.05
5
-2.00
4.00
0.05
0.05
0.10
0.10
7
-1.50
2.83
0.04
0.04
0.14
0.14
10
-1.00
2.00
0.10
0.10
0.24
0.24
14
-0.50
1.41
0.09
0.09
0.33
0.33
18
0.00
1.00
0.09
0.09
0.42
0.42
25
0.50
0.71
0.13
0.13
0.55
0.55
35
1.00
0.50
0.20
0.20
0.75
0.75
45
1.50
0.35
0.27
0.27
1.02
1.02
60
2.00
0.25
1.83
1.83
2.85
2.85
80
2.50
0.18
28.68
28.68
31.53
31.53
120
3.00
0.13
54.26
54.26
85.79
85.79
170
3.50
0.09
11.09
11.09
96.88
96.88
200
3.75
0.07
1.10
1.10
97.98
97.98
230
4.00
0.06
0.39
0.39
98.37
98.37
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.42
2.98
2.90
2.67
2.39
2.23
2.04
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.63
0.16
0.46
-3.08
30.22

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Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kitty Hawk, NC
Sample Name: 19 Total BeachCom posite
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.89
Sieve Loss (%:
0.05
Fines/ ):
#20b - 1.01
#230 - 0.94
Organics (%:
Carbonates (%:
2
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.05
0.05
0.05
0.05
5/16"
-3.00
8.00
0.16
0.16
0.21
0.21
3.5
-2.50
5.66
0.89
0.89
1.10
1.10
4
-2.25
4.76
0.54
0.54
1.64
1.64
5
-2.00
4.00
1.00
1.00
2.64
2.64
7
-1.50
2.83
2.28
2.28
4.92
4.92
10
-1.00
2.00
3.10
3.10
8.02
8.02
14
-0.50
1.41
4.43
4.43
12.45
12.45
18
0.00
1.00
5.77
5.77
18.22
18.22
25
0.50
0.71
6.98
6.98
25.20
25.20
35
1.00
0.50
7.78
7.78
32.98
32.98
45
1.50
0.35
6.88
6.88
39.86
39.86
60
2.00
0.25
12.62
12.62
52.48
52.48
80
2.50
0.18
24.64
24.64
77.12
77.12
120
3.00
0.13
18.90
18.90
96.02
96.02
170
3.50
0.09
2.71
2.71
98.73
98.73
200
3.75
0.07
0.26
0.26
98.99
98.99
230
4.00
0.06
0.07
0.07
99.06
99.06
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.97
2.68
2.46
1.90
0.49
-0.19
-1.49
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.38
0.38
1.41
-0.98
3.17

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Granularmetric Report
Depths and elevations based on measured values
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Coastal Planning &Engineering, Inc.
g &
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kill Devil Hills, NC
Sample Name: 02 KDH210Com osite
P P
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
LISCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.88
Sieve Loss (%:
0.08
Fines/ ):
#20b - 1.04
#230 - 0.96
Organics (%:
Carbonates (%:
2
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.20
0.20
0.20
0.20
4
-2.25
4.76
0.19
0.19
0.39
0.39
5
-2.00
4.00
0.30
0.30
0.69
0.69
7
-1.50
2.83
0.93
0.93
1.62
1.62
10
-1.00
2.00
1.27
1.27
2.89
2.89
14
-0.50
1.41
2.45
2.45
5.34
5.34
18
0.00
1.00
4.21
4.21
9.55
9.55
25
0.50
0.71
7.25
7.25
16.80
16.80
35
1.00
0.50
10.52
10.52
27.32
27.32
45
1.50
0.35
9.55
9.55
36.87
36.87
60
2.00
0.25
13.40
13.40
50.27
50.27
80
2.50
0.18
19.68
19.68
69.95
69.95
120
3.00
0.13
22.21
22.21
92.16
92.16
170
3.50
0.09
6.32
6.32
98.48
98.48
200
3.75
0.07
0.48
0.48
98.96
98.96
230
4.00
0.06
0.08
0.08
99.04
99.04
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.22
2.82
2.61
1.99
0.89
0.44
-0.57
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.67
0.31
1.18
-0.9
3.44

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Granularmetric Report
Depths and elevations based on measured values
/
Coastal Planning &Engineering, Inc.
g &
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kill Devil Hills, NC
Sample Name: 03 KDH235Com osite
P P
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
LISCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.88
Sieve Loss (%:
0.04
Fines/):
#20b - 1.00
#230 - 0.92
Organics (%:
Carbonates (%:
2
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.08
0.08
0.08
0.08
3.5
-2.50
5.66
0.59
0.59
0.67
0.67
4
-2.25
4.76
0.40
0.40
1.07
1.07
5
-2.00
4.00
0.81
0.81
1.88
1.88
7
-1.50
2.83
1.66
1.66
3.54
3.54
10
-1.00
2.00
2.02
2.02
5.56
5.56
14
-0.50
1.41
3.11
3.11
8.67
8.67
18
0.00
1.00
3.25
3.25
11.92
11.92
25
0.50
0.71
3.47
3.47
15.39
15.39
35
1.00
0.50
4.82
4.82
20.21
20.21
45
1.50
0.35
7.29
7.29
27.50
27.50
60
2.00
0.25
13.49
13.49
40.99
40.99
80
2.50
0.18
25.70
25.70
66.69
66.69
120
3.00
0.13
26.71
26.71
93.40
93.40
170
3.50
0.09
5.24
5.24
98.64
98.64
200
3.75
0.07
0.36
0.36
99.00
99.00
230
4.00
0.06
0.08
0.08
99.08
99.08
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.15
2.82
2.66
2.18
1.33
0.56
-1.14
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.76
0.30
1.29
-1.45
4.62

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Granularmetric Report
Depths and elevations based on measured values
/
Coastal Planning &Engineering, Inc.
g &
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kill Devil Hills, NC
Sample Name: 04 KDH260Com osite
P P
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
LISCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.80
Sieve Loss (%:
0.04
Fines/ ):
#20b - 0.87
#230 - 0.84
Organics (%:
Carbonates (%:
2
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.39
0.39
0.39
0.39
5/16"
-3.00
8.00
0.08
0.08
0.47
0.47
3.5
-2.50
5.66
0.27
0.27
0.74
0.74
4
-2.25
4.76
0.25
0.25
0.99
0.99
5
-2.00
4.00
0.50
0.50
1.49
1.49
7
-1.50
2.83
1.12
1.12
2.61
2.61
10
-1.00
2.00
1.49
1.49
4.10
4.10
14
-0.50
1.41
2.91
2.91
7.01
7.01
18
0.00
1.00
4.50
4.50
11.51
11.51
25
0.50
0.71
6.37
6.37
17.88
17.88
35
1.00
0.50
10.95
10.95
28.83
28.83
45
1.50
0.35
11.05
11.05
39.88
39.88
60
2.00
0.25
13.51
13.51
53.39
53.39
80
2.50
0.18
23.82
23.82
77.21
77.21
120
3.00
0.13
19.69
19.69
96.90
96.90
170
3.50
0.09
2.09
2.09
98.99
98.99
200
3.75
0.07
0.14
0.14
99.13
99.13
230
4.00
0.06
0.03
0.03
99.16
99.16
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.95
2.67
2.45
1.87
0.83
0.35
-0.85
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.52
0.35
1.22
-1.2
4.57

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Granularmetric Report
Depths and elevations based on measured values
/
Coastal Planning &Engineering, Inc.
g &
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kill Devil Hills, NC
Sample Name: 05 KDH290Com osite
P P
Analysis Date: 08-20-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
LISCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 6, Average Dry Munsell Value is 6
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.75
Sieve Loss (%:
0.12
Fines/ ):
#20b - 0.91
#230 - 0.87
Organics (%:
Carbonates (%:
2
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.14
0.14
0.14
0.14
5/16"
-3.00
8.00
0.23
0.23
0.37
0.37
3.5
-2.50
5.66
1.37
1.37
1.74
1.74
4
-2.25
4.76
0.75
0.75
2.49
2.49
5
-2.00
4.00
1.17
1.17
3.66
3.66
7
-1.50
2.83
3.36
3.36
7.02
7.02
10
-1.00
2.00
4.65
4.65
11.67
11.67
14
-0.50
1.41
5.15
5.15
16.82
16.82
18
0.00
1.00
4.65
4.65
21.47
21.47
25
0.50
0.71
5.69
5.69
27.16
27.16
35
1.00
0.50
8.62
8.62
35.78
35.78
45
1.50
0.35
7.57
7.57
43.35
43.35
60
2.00
0.25
12.29
12.29
55.64
55.64
80
2.50
0.18
22.72
22.72
78.36
78.36
120
3.00
0.13
17.85
17.85
96.21
96.21
170
3.50
0.09
2.70
2.70
98.91
98.91
200
3.75
0.07
0.18
0.18
99.09
99.09
230
4.00
0.06
0.04
0.04
99.13
99.13
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.97
2.66
2.43
1.77
0.31
-0.58
-1.80
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.24
0.42
1.52
-0.9
2.88

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Granularmetric Report
Depths and elevations based on measured values
/
Coastal Planning &Engineering, Inc.
g &
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kill Devil Hills, NC
Sample Name: 06 KDH320Com osite
P P
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
LISCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.84
Sieve Loss (%:
0.06
Fines/ ):
#20b - 0.97
#230 - 0.90
Organics (%:
Carbonates (%:
2
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.31
0.31
0.31
0.31
5/16"
-3.00
8.00
0.80
0.80
1.11
1.11
3.5
-2.50
5.66
1.22
1.22
2.33
2.33
4
-2.25
4.76
0.83
0.83
3.16
3.16
5
-2.00
4.00
1.50
1.50
4.66
4.66
7
-1.50
2.83
2.32
2.32
6.98
6.98
10
-1.00
2.00
2.62
2.62
9.60
9.60
14
-0.50
1.41
4.23
4.23
13.83
13.83
18
0.00
1.00
6.73
6.73
20.56
20.56
25
0.50
0.71
8.47
8.47
29.03
29.03
35
1.00
0.50
11.89
11.89
40.92
40.92
45
1.50
0.35
9.75
9.75
50.67
50.67
60
2.00
0.25
9.75
9.75
60.42
60.42
80
2.50
0.18
18.55
18.55
78.97
78.97
120
3.00
0.13
17.33
17.33
96.30
96.30
170
3.50
0.09
2.48
2.48
98.78
98.78
200
3.75
0.07
0.25
0.25
99.03
99.03
230
4.00
0.06
0.07
0.07
99.10
99.10
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.96
2.65
2.39
1.47
0.26
-0.34
-1.93
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.15
0.45
1.5
-0.87
3.2

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W
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2
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9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kill Devil Hills, NC
Sample Name: 07 DuneCom osite
Analysis Date: 08-20-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SP
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.22
Sieve Loss (%:
0.10
Fines/ ):
#20b - 0.34
#230 - 0.32
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.01
0.01
0.01
0.01
7
-1.50
2.83
0.05
0.05
0.06
0.06
10
-1.00
2.00
0.13
0.13
0.19
0.19
14
-0.50
1.41
0.79
0.79
0.98
0.98
18
0.00
1.00
3.62
3.62
4.60
4.60
25
0.50
0.71
8.67
8.67
13.27
13.27
35
1.00
0.50
20.83
20.83
34.10
34.10
45
1.50
0.35
23.76
23.76
57.86
57.86
60
2.00
0.25
25.88
25.88
83.74
83.74
80
2.50
0.18
13.66
13.66
97.40
97.40
120
3.00
0.13
2.03
2.03
99.43
99.43
170
3.50
0.09
0.21
0.21
99.64
99.64
200
3.75
0.07
0.02
0.02
99.66
99.66
230
4.00
0.06
0.02
0.02
99.68
99.68
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.41
2.01
1.83
1.33
0.78
0.57
0.02
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.29
0.41
0.72
-0.35
3.05

F-
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0
a
W
W
U
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F-
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9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kill Devil Hills, NC
Sample Name: 08 TODCom osite
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.32
Sieve Loss (%:
0.13
Fines/ ):
#20b - 0.46
#230 - 0.45
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.32
0.32
0.32
0.32
5
-2.00
4.00
0.36
0.36
0.68
0.68
7
-1.50
2.83
1.66
1.66
2.34
2.34
10
-1.00
2.00
2.37
2.37
4.71
4.71
14
-0.50
1.41
5.25
5.25
9.96
9.96
18
0.00
1.00
7.03
7.03
16.99
16.99
25
0.50
0.71
11.95
11.95
28.94
28.94
35
1.00
0.50
23.67
23.67
52.61
52.61
45
1.50
0.35
21.83
21.83
74.44
74.44
60
2.00
0.25
15.25
15.25
89.69
89.69
80
2.50
0.18
7.89
7.89
97.58
97.58
120
3.00
0.13
1.75
1.75
99.33
99.33
170
3.50
0.09
0.19
0.19
99.52
99.52
200
3.75
0.07
0.02
0.02
99.54
99.54
230
4.00
0.06
0.01
0.01
99.55
99.55
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.34
1.81
1.52
0.94
0.34
-0.07
-0.97
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.85
0.55
0.97
-0.62
3.45

F-
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0
a
W
W
U
Ix
F-
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2
5
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Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kill Devil Hills, NC
Sample Name: 09 Mid Berm Composite
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.43
Sieve Loss (%:
0.05
Fines/ ):
#20b - 0.49
#230 - 0.48
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.01
0.01
0.01
0.01
5
-2.00
4.00
0.06
0.06
0.07
0.07
7
-1.50
2.83
0.41
0.41
0.48
0.48
10
-1.00
2.00
3.64
3.64
4.12
4.12
14
-0.50
1.41
6.13
6.13
10.25
10.25
18
0.00
1.00
9.32
9.32
19.57
19.57
25
0.50
0.71
17.74
17.74
37.31
37.31
35
1.00
0.50
25.28
25.28
62.59
62.59
45
1.50
0.35
14.22
14.22
76.81
76.81
60
2.00
0.25
10.60
10.60
87.41
87.41
80
2.50
0.18
9.15
9.15
96.56
96.56
120
3.00
0.13
2.77
2.77
99.33
99.33
170
3.50
0.09
0.17
0.17
99.50
99.50
200
3.75
0.07
0.01
0.01
99.51
99.51
230
4.00
0.06
0.01
0.01
99.52
99.52
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.41
1.84
1.44
0.75
0.15
-0.19
-0.93
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.77
0.59
0.96
-0.06
2.7

F-
W
0
a
W
W
U
Ix
F-
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2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kill Devil Hills, NC
Sample Name: 10 Berm CrestCom posite
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SP
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.34
Sieve Loss (%:
0.05
Fines/ ):
#20b - 0.39
#230 - 0.39
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.13
0.13
0.13
0.13
7
-1.50
2.83
0.47
0.47
0.60
0.60
10
-1.00
2.00
0.70
0.70
1.30
1.30
14
-0.50
1.41
1.14
1.14
2.44
2.44
18
0.00
1.00
2.78
2.78
5.22
5.22
25
0.50
0.71
7.36
7.36
12.58
12.58
35
1.00
0.50
15.70
15.70
28.28
28.28
45
1.50
0.35
20.23
20.23
48.51
48.51
60
2.00
0.25
25.79
25.79
74.30
74.30
80
2.50
0.18
20.26
20.26
94.56
94.56
120
3.00
0.13
4.70
4.70
99.26
99.26
170
3.50
0.09
0.30
0.30
99.56
99.56
200
3.75
0.07
0.05
0.05
99.61
99.61
230
4.00
0.06
0.00
0.00
99.61
99.61
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.55
2.24
2.02
1.53
0.90
0.61
-0.04
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.41
0.38
0.83
-0.82
4.12

F-
W
0
a
W
W
U
Ix
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kill Devil Hills, NC
Sample Name: 11 MHWCom osite
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 6, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.46
Sieve Loss (%:
0.11
Fines/ ):
#20b - 0.57
#230 - 0.57
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.48
0.48
0.48
0.48
3.5
-2.50
5.66
1.14
1.14
1.62
1.62
4
-2.25
4.76
0.46
0.46
2.08
2.08
5
-2.00
4.00
1.29
1.29
3.37
3.37
7
-1.50
2.83
2.80
2.80
6.17
6.17
10
-1.00
2.00
5.61
5.61
11.78
11.78
14
-0.50
1.41
11.93
11.93
23.71
23.71
18
0.00
1.00
16.21
16.21
39.92
39.92
25
0.50
0.71
14.81
14.81
54.73
54.73
35
1.00
0.50
11.13
11.13
65.86
65.86
45
1.50
0.35
7.42
7.42
73.28
73.28
60
2.00
0.25
10.47
10.47
83.75
83.75
80
2.50
0.18
11.85
11.85
95.60
95.60
120
3.00
0.13
3.63
3.63
99.23
99.23
170
3.50
0.09
0.18
0.18
99.41
99.41
200
3.75
0.07
0.02
0.02
99.43
99.43
230
4.00
0.06
0.00
0.00
99.43
99.43
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.47
2.01
1.58
0.34
-0.46
-0.82
-1.71
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.44
0.74
1.3
-0.12
2.47

F-
W
0
a
W
W
U
Ix
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kill Devil Hills, NC
Sample Name: 12 MTI -Composite
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 6, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.78
Sieve Loss (%:
0.07
Fines/ ):
#20b - 0.85
#230 - 0.85
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.81
0.81
0.81
0.81
5/16"
-3.00
8.00
1.60
1.60
2.41
2.41
3.5
-2.50
5.66
5.15
5.15
7.56
7.56
4
-2.25
4.76
2.40
2.40
9.96
9.96
5
-2.00
4.00
3.81
3.81
13.77
13.77
7
-1.50
2.83
6.82
6.82
20.59
20.59
10
-1.00
2.00
5.26
5.26
25.85
25.85
14
-0.50
1.41
5.95
5.95
31.80
31.80
18
0.00
1.00
5.78
5.78
37.58
37.58
25
0.50
0.71
4.97
4.97
42.55
42.55
35
1.00
0.50
6.30
6.30
48.85
48.85
45
1.50
0.35
8.54
8.54
57.39
57.39
60
2.00
0.25
15.95
15.95
73.34
73.34
80
2.50
0.18
18.81
18.81
92.15
92.15
120
3.00
0.13
6.71
6.71
98.86
98.86
170
3.50
0.09
0.27
0.27
99.13
99.13
200
3.75
0.07
0.02
0.02
99.15
99.15
230
4.00
0.06
0.00
0.00
99.15
99.15
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.71
2.28
2.04
1.07
-1.08
-1.84
-2.75
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.46
0.73
1.81
-0.53
1.97

F-
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0
a
W
W
U
Ix
F-
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2
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9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kill Devil Hills, NC
Sample Name: 13 MLWCom osite
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.65
Sieve Loss (%:
0.03
Fines/ ):
#20b - 0.68
#230 - 0.68
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
1.36
1.36
1.36
1.36
5/16"
-3.00
8.00
0.56
0.56
1.92
1.92
3.5
-2.50
5.66
2.52
2.52
4.44
4.44
4
-2.25
4.76
2.16
2.16
6.60
6.60
5
-2.00
4.00
4.42
4.42
11.02
11.02
7
-1.50
2.83
9.44
9.44
20.46
20.46
10
-1.00
2.00
10.06
10.06
30.52
30.52
14
-0.50
1.41
10.42
10.42
40.94
40.94
18
0.00
1.00
8.86
8.86
49.80
49.80
25
0.50
0.71
6.44
6.44
56.24
56.24
35
1.00
0.50
6.15
6.15
62.39
62.39
45
1.50
0.35
5.87
5.87
68.26
68.26
60
2.00
0.25
9.80
9.80
78.06
78.06
80
2.50
0.18
15.93
15.93
93.99
93.99
120
3.00
0.13
5.10
5.10
99.09
99.09
170
3.50
0.09
0.21
0.21
99.30
99.30
200
3.75
0.07
0.02
0.02
99.32
99.32
230
4.00
0.06
0.00
0.00
99.32
99.32
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.60
2.19
1.84
0.02
-1.27
-1.74
-2.44
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
0.14
0.91
1.71
-0.1
1.86

F-
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0
a
W
W
U
Ix
F-
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2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kill Devil Hills, NC
Sample Name: 14 Trough Composite
Analysis Date: 08-20-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.95
Sieve Loss (%:
0.07
Fines/ ):
#20b - 1.07
#230 - 1.02
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.14
0.14
0.14
0.14
4
-2.25
4.76
0.03
0.03
0.17
0.17
5
-2.00
4.00
0.09
0.09
0.26
0.26
7
-1.50
2.83
0.48
0.48
0.74
0.74
10
-1.00
2.00
0.89
0.89
1.63
1.63
14
-0.50
1.41
1.53
1.53
3.16
3.16
18
0.00
1.00
2.28
2.28
5.44
5.44
25
0.50
0.71
2.40
2.40
7.84
7.84
35
1.00
0.50
3.07
3.07
10.91
10.91
45
1.50
0.35
3.41
3.41
14.32
14.32
60
2.00
0.25
13.16
13.16
27.48
27.48
80
2.50
0.18
38.63
38.63
66.11
66.11
120
3.00
0.13
29.51
29.51
95.62
95.62
170
3.50
0.09
3.18
3.18
98.80
98.80
200
3.75
0.07
0.13
0.13
98.93
98.93
230
4.00
0.06
0.05
0.05
98.98
98.98
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
2.99
2.80
2.65
2.29
1.91
1.56
-0.10
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.07
0.24
0.92
-2.03
7.68

F-
W
0
a
W
W
U
Ix
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kill Devil Hills, NC
Sample Name: 15 BarCrest Composite
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
1.12
Sieve Loss (%:
0.11
Fines/ ):
#20b - 1.28
#230 - 1.23
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.25
0.25
0.25
0.25
3.5
-2.50
5.66
0.21
0.21
0.46
0.46
4
-2.25
4.76
0.61
0.61
1.07
1.07
5
-2.00
4.00
0.63
0.63
1.70
1.70
7
-1.50
2.83
1.91
1.91
3.61
3.61
10
-1.00
2.00
2.28
2.28
5.89
5.89
14
-0.50
1.41
2.85
2.85
8.74
8.74
18
0.00
1.00
4.02
4.02
12.76
12.76
25
0.50
0.71
5.19
5.19
17.95
17.95
35
1.00
0.50
4.92
4.92
22.87
22.87
45
1.50
0.35
4.05
4.05
26.92
26.92
60
2.00
0.25
8.66
8.66
35.58
35.58
80
2.50
0.18
25.99
25.99
61.57
61.57
120
3.00
0.13
31.25
31.25
92.82
92.82
170
3.50
0.09
5.57
5.57
98.39
98.39
200
3.75
0.07
0.33
0.33
98.72
98.72
230
4.00
0.06
0.05
0.05
98.77
98.77
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.20
2.86
2.71
2.28
1.26
0.31
-1.20
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.78
0.29
1.34
-1.4
4.21

F-
W
0
a
W
W
U
Ix
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kill Devil Hills, NC
Sample Name: 16 (-12.5) Composite
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SP
Munsell:
Comments:
Average Wet Munsell Value is 4, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
1.33
Sieve Loss (%:
0.04
Fines/ ):
#20b - 1.47
#230 - 1.37
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.01
0.01
0.01
0.01
7
-1.50
2.83
0.00
0.00
0.01
0.01
10
-1.00
2.00
0.01
0.01
0.02
0.02
14
-0.50
1.41
0.05
0.05
0.07
0.07
18
0.00
1.00
0.09
0.09
0.16
0.16
25
0.50
0.71
0.30
0.30
0.46
0.46
35
1.00
0.50
1.40
1.40
1.86
1.86
45
1.50
0.35
2.68
2.68
4.54
4.54
60
2.00
0.25
9.71
9.71
14.25
14.25
80
2.50
0.18
35.21
35.21
49.46
49.46
120
3.00
0.13
41.43
41.43
90.89
90.89
170
3.50
0.09
7.18
7.18
98.07
98.07
200
3.75
0.07
0.46
0.46
98.53
98.53
230
4.00
0.06
0.10
0.10
98.63
98.63
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.29
2.92
2.81
2.51
2.15
2.02
1.52
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.43
0.19
0.52
-1.19
6.67

F-
W
0
a
W
W
U
Ix
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kill Devil Hills, NC
Sample Name: 17 (-15) Composite
Analysis Date: 08-20-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SP
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
1.33
Sieve Loss (%:
0.05
Fines/ ):
#20b - 1.55
#230 - 1.38
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.02
0.02
0.02
0.02
4
-2.25
4.76
0.00
0.00
0.02
0.02
5
-2.00
4.00
0.07
0.07
0.09
0.09
7
-1.50
2.83
0.09
0.09
0.18
0.18
10
-1.00
2.00
0.07
0.07
0.25
0.25
14
-0.50
1.41
0.10
0.10
0.35
0.35
18
0.00
1.00
0.27
0.27
0.62
0.62
25
0.50
0.71
0.80
0.80
1.42
1.42
35
1.00
0.50
1.85
1.85
3.27
3.27
45
1.50
0.35
2.95
2.95
6.22
6.22
60
2.00
0.25
7.51
7.51
13.73
13.73
80
2.50
0.18
30.94
30.94
44.67
44.67
120
3.00
0.13
44.41
44.41
89.08
89.08
170
3.50
0.09
8.69
8.69
97.77
97.77
200
3.75
0.07
0.68
0.68
98.45
98.45
230
4.00
0.06
0.17
0.17
98.62
98.62
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.34
2.94
2.84
2.56
2.18
2.04
1.29
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.44
0.18
0.61
-2.04
11.53

F-
W
0
a
W
W
U
Ix
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kill Devil Hills, NC
Sample Name: 18 (-17.5) Composite
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SP
Munsell:
Comments:
Average Wet Munsell Value is 4, Average Dry Munsell Value is 6
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
1.42
Sieve Loss (%:
0.01
Fines/ ):
#20b - 1.61
#230 - 1.43
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.21
0.21
0.21
0.21
3.5
-2.50
5.66
0.35
0.35
0.56
0.56
4
-2.25
4.76
0.25
0.25
0.81
0.81
5
-2.00
4.00
0.25
0.25
1.06
1.06
7
-1.50
2.83
0.31
0.31
1.37
1.37
10
-1.00
2.00
0.19
0.19
1.56
1.56
14
-0.50
1.41
0.20
0.20
1.76
1.76
18
0.00
1.00
0.20
0.20
1.96
1.96
25
0.50
0.71
0.35
0.35
2.31
2.31
35
1.00
0.50
0.97
0.97
3.28
3.28
45
1.50
0.35
2.02
2.02
5.30
5.30
60
2.00
0.25
6.71
6.71
12.01
12.01
80
2.50
0.18
32.00
32.00
44.01
44.01
120
3.00
0.13
42.96
42.96
86.97
86.97
170
3.50
0.09
10.58
10.58
97.55
97.55
200
3.75
0.07
0.84
0.84
98.39
98.39
230
4.00
0.06
0.18
0.18
98.57
98.57
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.38
2.97
2.86
2.57
2.20
2.06
1.43
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.43
0.19
0.8
-3.68
22.37

F-
W
0
a
W
W
U
Ix
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kill Devil Hills, NC
Sample Name: 19 (-20) Composite
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SP
Munsell:
Comments:
Average Wet Munsell Value is 4, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
1.47
Sieve Loss (%:
0.02
Fines/ ):
#20b - 1.73
#230 - 1.49
Organics (%:
Carbonates (%:
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.01
0.01
0.01
0.01
7
-1.50
2.83
0.02
0.02
0.03
0.03
10
-1.00
2.00
0.09
0.09
0.12
0.12
14
-0.50
1.41
0.08
0.08
0.20
0.20
18
0.00
1.00
0.20
0.20
0.40
0.40
25
0.50
0.71
0.29
0.29
0.69
0.69
35
1.00
0.50
0.37
0.37
1.06
1.06
45
1.50
0.35
0.57
0.57
1.63
1.63
60
2.00
0.25
2.91
2.91
4.54
4.54
80
2.50
0.18
26.87
26.87
31.41
31.41
120
3.00
0.13
53.60
53.60
85.01
85.01
170
3.50
0.09
12.20
12.20
97.21
97.21
200
3.75
0.07
1.06
1.06
98.27
98.27
230
4.00
0.06
0.24
0.24
98.51
98.51
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.41
2.99
2.91
2.67
2.38
2.21
2.01
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
2.62
0.16
0.47
-2.19
16.49

F-
W
0
a
W
W
U
Ix
F-
W
2
5
Z
Z
9
Granularmetric Report
Depths and elevations based on measured values
/
CB&I
Coastal Planning &Engineering, Inc.
2481 NW Boca Raton Blvd.
Boca Raton, FL 33431
ph [phone]
Project Name: Kill Devil Hills, NC
Sample Name: 20 Total BeachCom posite
Analysis Date: 08-21-15
Analyzed By: TM
Easting (ft):
Northing (ft):
Coordinate System:
North Carolina State Plane
Elevation (ft):
0.0 NAVD 88
USCS:
SW
Munsell:
Comments:
Average Wet Munsell Value is 5, Average Dry Munsell Value is 7
Dry Weight (g):
100.00
Wash Weight (g):
100.00
Pan Retained (g):
0.83
Sieve Loss (%:
0.07
Fines/ ):
#20b - 0.96
#230 - 0.90
Organics (%:
Carbonates (%:
2
Shell Hash (%:
Sieve Number
Sieve Size
(Phi)
Sieve Size
(Millimeters)
Grams
Retained
% Weight
Retained
Cum. Grams
Retained
C. % Weight
Retained
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
0.17
0.17
0.17
0.17
5/16"
-3.00
8.00
0.24
0.24
0.41
0.41
3.5
-2.50
5.66
0.73
0.73
1.14
1.14
4
-2.25
4.76
0.48
0.48
1.62
1.62
5
-2.00
4.00
0.86
0.86
2.48
2.48
7
-1.50
2.83
1.88
1.88
4.36
4.36
10
-1.00
2.00
2.41
2.41
6.77
6.77
14
-0.50
1.41
3.57
3.57
10.34
10.34
18
0.00
1.00
4.66
4.66
15.00
15.00
25
0.50
0.71
6.25
6.25
21.25
21.25
35
1.00
0.50
9.36
9.36
30.61
30.61
45
1.50
0.35
9.04
9.04
39.65
39.65
60
2.00
0.25
12.49
12.49
52.14
52.14
80
2.50
0.18
22.10
22.10
74.24
74.24
120
3.00
0.13
20.75
20.75
94.99
94.99
170
3.50
0.09
3.77
3.77
98.76
98.76
200
3.75
0.07
0.28
0.28
99.04
99.04
230
4.00
0.06
0.06
0.06
99.10
99.10
Phi 5
Phi 16
Phi 25
Phi 50
Phi 75
Phi 84
Phi 95
3.00
2.74
2.52
1.91
0.70
0.08
-1.37
Moment
Mean Phi
Mean mm
Sorting
Skewness
Kurtosis
Statistics
1.47
0.36
1.37
-1.1
3.74