Attachment_2.pdf
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- W912ES-15-B-0005
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Soil Classification
Remarks:
D60
D30
D10
CU
CC
100.0
100.0
99.9
99.7
96.8
1.1
0.1
0.2
0.0
44.3
68.1
55.7
31.9
92.1
98.9
0.0
Cumulative %
Retained
7.9
1.1
79.1
7.9
79.1
55.7
32.0
#10
99.8
0.3
3.2
20.9
0.2
0.0
Boring No.
2 3/4 3/8 #4
112494.6
#200
112523.4
#100 #200
#40
#50
#70
#100
#4
#10
#30
Mass (g)
1/2"
3/8"
100.0
99.9
99.7
96.8
#20
Location Fines w/ fines w/o fines
USACE - Hydraulics & Hydrology Branch
0-20
Sand, medium to fine grained (SP)
Sand, medium to fine grained (SP)
Grain Size Distribution API - RP-19C Sec. 6
10/31/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/26/12Dredged Material for use as Proppant Material
Gravel
Crats Island
12-1M
12-1M
Sand
Crats Island
Coarse Fine Coarse Medium
% of total material 20/40
% of total material 30/50
% of total material 40/70
Water Content
Organic Content
Dry Density (pcf)
Porosity
% Fines (P-200)
Section Size for:
Bulk Density (g/cm3)
Crush Test (7000 psi)
Acid Solubility (%)
47.2
47.8
30.8
2.8
47.2
47.8
30.8
20 50
Other Tests
5 .2 .5
Depth
.02 .05
Fine
0-20
#20 #40
.002.005
Hydrometer Analysis
Fines
Percent Passing
2401 W 66th Street Richfield, Minnesota 55423-2031
0.0010.010.1110100 Grain Size (mm)
P er ce n t P a ss in g
Percent Passing
2401 W 66th Street Richfield, Minnesota 55423-2031
.002.005
Hydrometer Analysis
Fines
.2 .5
Depth
.02 .05
Fine
20-40
#20 #40
20 50
Other Tests
51.7
53.8
31.6
3.0
51.8
53.9
31.6
Section Size for:
Bulk Density (g/cm3)
Crush Test (7000 psi)
Acid Solubility (%)
Organic Content
Dry Density (pcf)
Porosity
% Fines (P-200)
% of total material 20/40
% of total material 30/50
% of total material 40/70
Water Content
Coarse Fine Coarse Medium
12-1M
12-1M
Sand
Crats Island
Gravel
Crats Island
Grain Size Distribution API - RP-19C Sec. 6
10/31/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/26/12Dredged Material for use as Proppant Material
USACE - Hydraulics & Hydrology Branch
20-40
Sand, medium to fine grained (SP)
Sand, medium to fine grained (SP)
Location Fines w/ fines w/o fines
#20
#30
Mass (g)
1/2"
3/8"
100.0
99.7
99.7
97.9
#200
113377.6
#100 #200
#40
#50
#70
#100
#4
#10
0.2
0.0
Boring No.
2 3/4 3/8 #4
113170.7
#10
99.8
0.3
2.1
15.7
6.7
1.1
84.3
6.6
84.3
60.5
32.6
0.0
Cumulative %
Retained
0.4
0.2
39.6
67.5
60.4
32.5
93.4
99.1
100.0
100.0
99.7
99.7
97.9
0.9
0.3
Remarks:
D60
D30
D10
CU
CC
Soil Classification
0.0010.010.1110100 Grain Size (mm)
P er ce n t P a ss
2401 W 66th Street Richfield, Minnesota 55423-2031
.002.005
Hydrometer Analysis
Fines
.2 .5
Depth
.02 .05
Fine
40-50
#20 #40
20 50
Other Tests
48.9
47.2
30.0
3.1
48.9
47.2
30.0
Section Size for:
Bulk Density (g/cm3)
Crush Test (7000 psi)
Acid Solubility (%)
Organic Content
Dry Density (pcf)
Porosity
% Fines (P-200)
% of total material 20/40
% of total material 30/50
% of total material 40/70
Water Content
Coarse Fine Coarse Medium
12-1M
12-1M
Sand
Crats Island
Gravel
Crats Island
Grain Size Distribution API - RP-19C Sec. 6
10/31/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/26/12Dredged Material for use as Proppant Material
USACE - Hydraulics & Hydrology Branch
40-50
Sand, medium to fine grained (SP)
Sand, medium to fine grained (SP)
Location Fines w/ fines w/o fines
#20
#30
Mass (g)
1/2"
3/8"
100.0
99.8
99.6
96.9
#200
47956.0
#100 #200
#40
#50
#70
#100
#4
#10
0.2
0.0
Boring No.
2 3/4 3/8 #4
47952.7
#10
99.8
0.4
3.1
19.9
8.2
1.3
80.1
8.2
80.1
55.4
31.2
0.0
Cumulative %
Retained
0.2
0.0
44.6
68.8
55.4
31.2
91.8
98.7
100.0
100.0
99.8
99.6
96.9
1.3
0.2
Remarks:
D60
D30
D10
CU
CC
Soil Classification
0.0010.010.1110100 Grain Size (mm)
P er ce n t P a ss
2401 W 66th Street Richfield, Minnesota 55423-2031
.002.005
Hydrometer Analysis
Fines
.2 .5
Depth
.02 .05
Fine
0-20
#20 #40
20 50
Other Tests
55.2
45.6
23.4
2.5
55.2
45.6
23.4
Section Size for:
Bulk Density (g/cm3)
Crush Test (7000 psi)
Acid Solubility (%)
Organic Content
Dry Density (pcf)
Porosity
% Fines (P-200)
% of total material 20/40
% of total material 30/50
% of total material 40/70
Water Content
Coarse Fine Coarse Medium
12-2M
12-2M
Sand
Crats Island
Gravel
Crats Island
Grain Size Distribution API - RP-19C Sec. 6
10/31/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/26/12Dredged Material for use as Proppant Material
USACE - Hydraulics & Hydrology Branch
0-20
Sand, medium grained (SP)
Sand, medium grained (SP)
Location Fines w/ fines w/o fines
#20
#30
Mass (g)
1/2"
3/8"
100.0
99.7
99.4
97.0
#200
111989.6
#100 #200
#40
#50
#70
#100
#4
#10
0.1
0.0
Boring No.
2 3/4 3/8 #4
111859.7
#10
99.9
0.6
3.0
20.8
4.5
0.7
79.2
4.4
79.2
50.1
24.1
0.0
Cumulative %
Retained
0.2
0.1
50.0
76.0
50.0
24.0
95.6
99.4
100.0
100.0
99.7
99.4
97.0
0.6
0.3
Remarks:
D60
D30
D10
CU
CC
Soil Classification
0.0010.010.1110100 Grain Size (mm)
P er ce n t P a ss
Remarks:
D60
D30
D10
CU
CC
100.0
100.0
99.9
99.7
97.1
1.0
0.1
0.4
0.1
45.1
71.3
54.9
28.7
93.9
99.0
0.0
Cumulative %
Retained
6.3
1.1
79.9
6.1
79.9
54.9
28.8
#10
99.8
0.3
2.9
20.1
0.2
0.0
Boring No.
2 3/4 3/8 #4
113263.1
#200
113405.4
#100 #200
#40
#50
#70
#100
#4
#10
#30
Mass (g)
1/2"
3/8"
100.0
99.9
99.7
97.1
#20
Location Fines w/ fines w/o fines
USACE - Hydraulics & Hydrology Branch
20-40
Sand, medium grained (SP)
Sand, medium grained (SP)
Grain Size Distribution API - RP-19C Sec. 6
10/31/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/26/12Dredged Material for use as Proppant Material
Gravel
Crats Island
12-2M
12-2M
Sand
Crats Island
Coarse Fine Coarse Medium
% of total material 20/40
% of total material 30/50
% of total material 40/70
Water Content
Organic Content
Dry Density (pcf)
Porosity
% Fines (P-200)
Section Size for:
Bulk Density (g/cm3)
Crush Test (7000 psi)
Acid Solubility (%)
51.1
48.7
27.7
2.9
51.1
48.7
27.7
20 50
Other Tests
5 .2 .5
Depth
.02 .05
Fine
20-40
#20 #40
.002.005
Hydrometer Analysis
Fines
Percent Passing
2401 W 66th Street Richfield, Minnesota 55423-2031
0.0010.010.1110100 Grain Size (mm)
P er ce n t P a ss
Remarks:
D60
D30
D10
CU
CC
100.0
100.0
99.9
99.9
97.3
0.8
0.1
0.4
0.2
48.2
73.5
51.8
26.5
94.3
99.2
0.0
Cumulative %
Retained
5.8
1.0
78.0
5.7
78.0
51.9
26.6
#10
99.8
0.1
2.7
22.0
0.2
0.0
Boring No.
2 3/4 3/8 #4
51489.8
#200
51577.6
#100 #200
#40
#50
#70
#100
#4
#10
#30
Mass (g)
1/2"
3/8"
100.0
99.9
99.9
97.3
#20
Location Fines w/ fines w/o fines
USACE - Hydraulics & Hydrology Branch
40-50
Sand, medium grained (SP)
Sand, medium grained (SP)
Grain Size Distribution API - RP-19C Sec. 6
10/31/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/26/12Dredged Material for use as Proppant Material
Gravel
Crats Island
12-2M
12-2M
Sand
Crats Island
Coarse Fine Coarse Medium
% of total material 20/40
% of total material 30/50
% of total material 40/70
Water Content
Organic Content
Dry Density (pcf)
Porosity
% Fines (P-200)
Section Size for:
Bulk Density (g/cm3)
Crush Test (7000 psi)
Acid Solubility (%)
51.5
46.2
25.7
2.8
51.4
46.1
25.6
20 50
Other Tests
5 .2 .5
Depth
.02 .05
Fine
40-50
#20 #40
.002.005
Hydrometer Analysis
Fines
Percent Passing
2401 W 66th Street Richfield, Minnesota 55423-2031
0.0010.010.1110100 Grain Size (mm)
P er ce n t P a ss
Remarks:
D60
D30
D10
CU
CC
100.0
100.0
99.7
99.3
97.3
1.1
0.3
0.5
0.2
41.0
67.1
59.0
32.9
92.1
98.9
0.0
Cumulative %
Retained
8.2
1.3
82.9
7.9
83.0
59.1
33.0
#10
99.8
0.7
2.7
17.1
0.2
0.0
Boring No.
2 3/4 3/8 #4
112462.0
#200
112741.6
#100 #200
#40
#50
#70
#100
#4
#10
#30
Mass (g)
1/2"
3/8"
100.0
99.7
99.3
97.4
#20
Location Fines w/ fines w/o fines
USACE - Hydraulics & Hydrology Branch
0-20
Sand, medium to fine grained (SP)
Sand, medium to fine grained (SP)
Grain Size Distribution API - RP-19C Sec. 6
10/31/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/26/12Dredged Material for use as Proppant Material
Gravel
Crats Island
12-3M
12-3M
Sand
Crats Island
Coarse Fine Coarse Medium
% of total material 20/40
% of total material 30/50
% of total material 40/70
Water Content
Organic Content
Dry Density (pcf)
Porosity
% Fines (P-200)
Section Size for:
Bulk Density (g/cm3)
Crush Test (7000 psi)
Acid Solubility (%)
50.1
51.0
31.8
2.7
49.9
50.9
31.7
20 50
Other Tests
5 .2 .5
Depth
.02 .05
Fine
0-20
#20 #40
.002.005
Hydrometer Analysis
Fines
Percent Passing
2401 W 66th Street Richfield, Minnesota 55423-2031
0.0010.010.1110100 Grain Size (mm)
P er ce n t P a ss
Remarks:
D60
D30
D10
CU
CC
100.0
100.0
99.9
99.9
97.7
1.2
0.1
0.4
0.1
43.3
68.6
56.7
31.4
92.3
98.8
0.0
Cumulative %
Retained
7.8
1.3
81.7
7.7
81.7
56.7
31.5
#10
99.7
0.1
2.3
18.3
0.3
0.0
Boring No.
2 3/4 3/8 #4
108024.7
#200
108168.2
#100 #200
#40
#50
#70
#100
#4
#10
#30
Mass (g)
1/2"
3/8"
100.0
99.9
99.9
97.7
#20
Location Fines w/ fines w/o fines
USACE - Hydraulics & Hydrology Branch
20-40
Sand, medium to fine grained (SP)
Sand, medium to fine grained (SP)
Grain Size Distribution API - RP-19C Sec. 6
10/31/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/26/12Dredged Material for use as Proppant Material
Gravel
Crats Island
12-3M
12-3M
Sand
Crats Island
Coarse Fine Coarse Medium
% of total material 20/40
% of total material 30/50
% of total material 40/70
Water Content
Organic Content
Dry Density (pcf)
Porosity
% Fines (P-200)
Section Size for:
Bulk Density (g/cm3)
Crush Test (7000 psi)
Acid Solubility (%)
50.3
49.0
30.2
3.0
50.2
48.9
30.2
20 50
Other Tests
5 .2 .5
Depth
.02 .05
Fine
20-40
#20 #40
.002.005
Hydrometer Analysis
Fines
Percent Passing
2401 W 66th Street Richfield, Minnesota 55423-2031
0.0010.010.1110100 Grain Size (mm)
P er ce n t P a ss
2401 W 66th Street Richfield, Minnesota 55423-2031
.002.005
Hydrometer Analysis
Fines
.2 .5
Depth
.02 .05
Fine
40-50
#20 #40
20 50
Other Tests
47.3
46.4
29.3
3.0
47.3
46.3
29.3
Section Size for:
Bulk Density (g/cm3)
Crush Test (7000 psi)
Acid Solubility (%)
Organic Content
Dry Density (pcf)
Porosity
% Fines (P-200)
% of total material 20/40
% of total material 30/50
% of total material 40/70
Water Content
Coarse Fine Coarse Medium
12-3M
12-3M
Sand
Crats Island
Gravel
Crats Island
Grain Size Distribution API - RP-19C Sec. 6
10/31/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/26/12Dredged Material for use as Proppant Material
USACE - Hydraulics & Hydrology Branch
40-50
Sand, medium to fine grained (SP)
Sand, medium to fine grained (SP)
Location Fines w/ fines w/o fines
#20
#30
Mass (g)
1/2"
3/8"
100.0
99.9
99.9
97.2
#200
54984.4
#100 #200
#40
#50
#70
#100
#4
#10
0.1
0.0
Boring No.
2 3/4 3/8 #4
54966.2
#10
99.9
0.1
2.8
22.3
8.0
1.2
77.7
7.9
77.7
54.3
30.5
0.0
Cumulative %
Retained
0.2
0.0
45.7
69.6
54.3
30.4
92.1
98.9
100.0
100.0
99.9
99.9
97.2
1.1
0.1
Remarks:
D60
D30
D10
CU
CC
Soil Classification
0.0010.010.1110100 Grain Size (mm)
P er ce n t P a ss
Remarks:
D60
D30
D10
CU
CC
100.0
100.0
99.4
99.2
95.7
1.1
0.6
0.5
0.2
44.1
69.0
55.9
31.0
92.9
98.9
0.0
Cumulative %
Retained
7.2
1.3
78.9
7.1
78.9
56.0
31.2
#10
99.7
0.8
4.3
21.1
0.3
0.0
Boring No.
2 3/4 3/8 #4
109319.8
#200
109519.3
#100 #200
#40
#50
#70
#100
#4
#10
#30
Mass (g)
1/2"
3/8"
100.0
99.4
99.2
95.8
#20
Location Fines w/ fines w/o fines
USACE - Hydraulics & Hydrology Branch
0-20
Sand, medium to fine grained (SP)
Sand, medium to fine grained (SP)
Grain Size Distribution API - RP-19C Sec. 6
10/31/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/26/12Dredged Material for use as Proppant Material
Gravel
Crats Island
12-4M
12-4M
Sand
Crats Island
Coarse Fine Coarse Medium
% of total material 20/40
% of total material 30/50
% of total material 40/70
Water Content
Organic Content
Dry Density (pcf)
Porosity
% Fines (P-200)
Section Size for:
Bulk Density (g/cm3)
Crush Test (7000 psi)
Acid Solubility (%)
47.8
48.9
29.9
3.5
47.7
48.8
29.8
20 50
Other Tests
5 .2 .5
Depth
.02 .05
Fine
0-20
#20 #40
.002.005
Hydrometer Analysis
Fines
Percent Passing
2401 W 66th Street Richfield, Minnesota 55423-2031
0.0010.010.1110100 Grain Size (mm)
P er ce n t P a ss
Remarks:
D60
D30
D10
CU
CC
100.0
100.0
99.5
98.8
96.6
2.5
0.5
0.8
0.4
35.2
57.4
64.8
42.6
85.7
97.5
0.0
Cumulative %
Retained
14.6
2.9
83.8
14.3
83.9
64.9
42.8
#10
99.6
1.2
3.4
16.2
0.4
0.0
Boring No.
2 3/4 3/8 #4
98264.2
#200
98614.7
#100 #200
#40
#50
#70
#100
#4
#10
#30
Mass (g)
1/2"
3/8"
100.0
99.5
98.8
96.6
#20
Location Fines w/ fines w/o fines
USACE - Hydraulics & Hydrology Branch
20-40
Sand, medium to fine grained (SP)
Sand, medium to fine grained (SP)
Grain Size Distribution API - RP-19C Sec. 6
10/31/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/26/12Dredged Material for use as Proppant Material
Gravel
Crats Island
12-4M
12-4M
Sand
Crats Island
Coarse Fine Coarse Medium
% of total material 20/40
% of total material 30/50
% of total material 40/70
Water Content
Organic Content
Dry Density (pcf)
Porosity
% Fines (P-200)
Section Size for:
Bulk Density (g/cm3)
Crush Test (7000 psi)
Acid Solubility (%)
41.2
50.5
40.1
3.5
41.0
50.3
40.0
20 50
Other Tests
5 .2 .5
Depth
.02 .05
Fine
20-40
#20 #40
.002.005
Hydrometer Analysis
Fines
Percent Passing
2401 W 66th Street Richfield, Minnesota 55423-2031
0.0010.010.1110100 Grain Size (mm)
P er ce n t P a ss
Remarks:
D60
D30
D10
CU
CC
100.0
100.0
99.8
99.7
98.2
2.2
0.2
0.9
0.3
31.6
54.2
68.4
45.8
85.6
97.8
0.0
Cumulative %
Retained
14.7
2.5
87.0
14.4
87.0
68.6
46.0
#10
99.5
0.3
1.8
13.0
0.5
0.0
Boring No.
2 3/4 3/8 #4
98126.6
#200
98460.8
#100 #200
#40
#50
#70
#100
#4
#10
#30
Mass (g)
1/2"
3/8"
100.0
99.8
99.7
98.2
#20
Location Fines w/ fines w/o fines
USACE - Hydraulics & Hydrology Branch
0-20
Sand, medium to fine grained (SP)
Sand, medium to fine grained (SP)
Grain Size Distribution API - RP-19C Sec. 6
10/31/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/26/12Dredged Material for use as Proppant Material
Gravel
Crats Island
12-5M
12-5M
Sand
Crats Island
Coarse Fine Coarse Medium
% of total material 20/40
% of total material 30/50
% of total material 40/70
Water Content
Organic Content
Dry Density (pcf)
Porosity
% Fines (P-200)
Section Size for:
Bulk Density (g/cm3)
Crush Test (7000 psi)
Acid Solubility (%)
41.2
54.0
43.6
2.9
41.0
53.8
43.5
20 50
Other Tests
5 .2 .5
Depth
.02 .05
Fine
0-20
#20 #40
.002.005
Hydrometer Analysis
Fines
Percent Passing
2401 W 66th Street Richfield, Minnesota 55423-2031
0.0010.010.1110100 Grain Size (mm)
P er ce n t P a ss
Remarks:
D60
D30
D10
CU
CC
100.0
100.0
99.5
99.5
96.0
1.3
0.5
0.3
0.0
49.6
71.5
50.4
28.5
92.1
98.7
0.0
Cumulative %
Retained
8.0
1.3
75.9
7.9
75.9
50.5
28.6
#10
99.7
0.5
4.0
24.1
0.3
0.0
Boring No.
2 3/4 3/8 #4
52746.6
#200
52772.9
#100 #200
#40
#50
#70
#100
#4
#10
#30
Mass (g)
1/2"
3/8"
100.0
99.5
99.5
96.0
#20
Location Fines w/ fines w/o fines
USACE - Hydraulics & Hydrology Branch
20-30
Sand, medium grained (SP)
Sand, medium grained (SP)
Grain Size Distribution API - RP-19C Sec. 6
10/31/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/26/12Dredged Material for use as Proppant Material
Gravel
Crats Island
12-5M
12-5M
Sand
Crats Island
Coarse Fine Coarse Medium
% of total material 20/40
% of total material 30/50
% of total material 40/70
Water Content
Organic Content
Dry Density (pcf)
Porosity
% Fines (P-200)
Section Size for:
Bulk Density (g/cm3)
Crush Test (7000 psi)
Acid Solubility (%)
47.3
42.5
27.2
2.7
47.3
42.5
27.2
20 50
Other Tests
5 .2 .5
Depth
.02 .05
Fine
20-30
#20 #40
.002.005
Hydrometer Analysis
Fines
Percent Passing
2401 W 66th Street Richfield, Minnesota 55423-2031
0.0010.010.1110100 Grain Size (mm)
P er ce n t P a ss
| 8721 - Crats Island Grain Size |
| Crats Island Field Logs |
File details come from the government source that posted it. Updated .