PROJECT NAME:
Beach Sediment Analysis
CLIENT:
HDR, Inc.
SAMPLE ID:
BPE-T2
LOCATION:
Bolivar Peninsula East
BOLIVAR PENINSULA EAST
Transect 2
ASTM
MESH
PERCENT SHELL BY WEIGHT (BASED ON #10 SIEVE)
Toe of Dune
Mid Berm
Swash Zone
First Bar
Trough
Second Bar
RETAINED BY
#10
No Sample
No Sample
6.2
6.5
0.2
0.5
ASTM
MESH
% FINER BY WEIGHT AFTER REMOVING SHELL
Toe of Dune
Mid Berm
Swash Zone
First Bar
Trough
Second Bar
#10
No Sample
No Sample
89.9
85.7
99.8
99.9
#18
No Sample
No Sample
87.1
80.7
99.5
99.2
#35
No Sample
No Sample
82.2
77.6
99.1
98.5
#60
No Sample
No Sample
67.3
72.0
97.6
97.7
#70
No Sample
No Sample
56.6
67.6
95.6
97.0
#80
No Sample
No Sample
37.9
52.6
89.9
94.2
#100
No Sample
No Sample
13.6
27.8
77.0
80.1
#120
No Sample
No Sample
5.8
13.4
67.3
60.3
#170
No Sample
No Sample
2.6
1.9
46.4
8.8
#200
No Sample
No Sample
2.4
1.4
40.9
5.2
STATISTICS (EXCLUDING SHELL)
MEDIAN
GRAIN SIZE
(mm)
No Sample
No Sample
0.198
0.174
0.093
0.117
MEAN GRAIN
SIZE
(mm)
No Sample
No Sample
0.332
0.628
--
0.122
SORTING
(σ)
No Sample
No Sample
--
--
--
Munsell
Color
No Sample
No Sample
Light
Yellowish
Brown
Dark
Yellowish
Brown
Yellowish
Brown
Yellowish
Brown
--
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
100
10
1
0.1
0.01
0.001
50
coarse
fine
coarse
medium
6
1620
1.5
4
200
PERCENT FINER BY WEIGHT
D100
D60
D30
0.105
0.167
0.151
0.102
D10
0.09
0.137
0.113
0.089
Depth
Classification
40
PI
Cc
Cu
GRAIN SIZE DISTRIBUTION
GRAIN SIZE IN MILLIMETERS
COBBLES
GRAVEL
SAND
SILT OR CLAY
4
LL
PL
1.48
1.62
1.71
1.41
0.0
0.0
0.0
0.0
0.0
0.93
0.92
1.05
0.93
1
3/4
1/23/8 3
%Gravel %Sand