Attachment_1.pdf
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- Attached to
- Wabasha Gravel Pit Dredge Site Unloading Federal contract opportunity
- Solicitation number
- W912ES-15-B-0008
About this file
Attachment 1
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid_Abstract_W912ES-15-B-0008.pdf | ||
| Amendment_1.pdf | ||
| Gravel_Pit_PreBid_20150630a.pdf | ||
| WGPDSU_WABASHA_GRAVEL_PIT_DREDGE_SITE_UNLOADING_11x17_ADVERTISEMENT.pdf | ||
| AccidentPreventionPlanChecklist2011Sep08.pdf | ||
| Best_Management_Practices_Half_Size.pdf | ||
| WGPDSU_WABASHA_GRAVEL_PIT_DREDGE_SITE_UNLOADING_22x34_ADVERTISEMENT.pdf | ||
| Best_Management_Practices_Full_Size.pdf | ||
| EM_385-1-1_2014.pdf | ||
| W912ES-15-B-0008_Specs_WGPSU_2015_b.pdf |
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Text version
Percent Passing
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
41.2
44.6
33.7
2.8
40.9
44.2
33.5
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
12-8M
12-8M
Sand
Wabasha, MN
Gravel
Wabasha, MN
Grain Size Distribution API - RP-19C Sec. 6
10/24/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/18/12Dredged Material for use as Proppant Material
USACE - Hydraulics & Hydrology Branch
0-20
Sand w/a trace of gravel, medium to fine grained (SP)
Sand w/a trace of gravel, medium to fine grained (SP)
Location Fines w/ fines w/o fines
#20
#30
Mass (g)
1/2"
3/8"
99.9
99.4
96.4
92.9
#200
123560.0
#100 #200
#40
#50
#70
#100
#4
#10
1.2
0.0
Boring No.
2 3/4 3/8 #4
122565.3
#10
98.8
3.7
7.1
20.3
16.3
5.5
79.7
15.6
79.8
60.5
38.9
0.1
Cumulative %
Retained
2.0
0.8
39.8
61.5
60.2
38.5
84.4
95.3
100.0
99.9
99.4
96.3
92.9
4.7
0.6
Remarks:
D60
D30
D10
CU
CC
Soil Classification
0.0010.010.1110100 Grain Size (mm)
P er ce n t P a ss in g
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
40.7
47.0
37.4
3.5
40.4
46.7
37.1
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
12-8M
12-8M
Sand
Wabasha, MN
Gravel
Wabasha, MN
Grain Size Distribution API - RP-19C Sec. 6
10/24/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/18/12Dredged 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
99.8
98.0
96.4
#200
149010.0
#100 #200
#40
#50
#70
#100
#4
#10
1.7
0.0
Boring No.
2 3/4 3/8 #4
147805.8
#10
98.3
2.0
3.6
15.5
19.3
7.1
84.5
18.7
84.6
66.0
44.2
0.0
Cumulative %
Retained
2.5
0.8
34.3
56.2
65.7
43.8
81.3
93.7
100.0
100.0
99.8
98.0
96.4
6.3
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
40-60
#20 #40
20 50
Other Tests
37.3
38.2
29.8
4.6
36.9
37.9
29.5
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
12-8M
12-8M
Sand
Wabasha, MN
Gravel
Wabasha, MN
Grain Size Distribution API - RP-19C Sec. 6
10/24/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/18/12Dredged Material for use as Proppant Material
USACE - Hydraulics & Hydrology Branch
40-60
Sand w/a trace of gravel, medium to fine grained (SP)
Sand w/a trace of gravel, medium to fine grained (SP)
Location Fines w/ fines w/o fines
#20
#30
Mass (g)
1/2"
3/8"
100.0
98.8
96.0
90.4
#200
153930.0
#100 #200
#40
#50
#70
#100
#4
#10
1.8
0.0
Boring No.
2 3/4 3/8 #4
152392.3
#10
98.2
4.0
9.7
27.1
16.7
6.8
72.9
15.9
73.2
54.6
36.3
0.0
Cumulative %
Retained
2.8
1.0
45.9
64.4
54.1
35.6
84.1
94.2
100.0
100.0
98.8
96.0
90.3
5.8
1.2
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
39.9
45.8
36.4
3.1
39.8
45.6
36.3
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
12-9M
12-9M
Sand
Wabasha, MN
Gravel
Wabasha, MN
Grain Size Distribution API - RP-19C Sec. 6
10/24/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/18/12Dredged Material for use as Proppant Material
USACE - Hydraulics & Hydrology Branch
0-20
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
99.2
98.7
96.0
#200
137870.0
#100 #200
#40
#50
#70
#100
#4
#10
1.8
0.0
Boring No.
2 3/4 3/8 #4
136991.6
#10
98.2
1.6
4.4
17.6
18.6
6.7
82.4
18.0
82.8
64.3
43.0
0.0
Cumulative %
Retained
2.5
0.6
36.2
57.5
63.8
42.5
82.0
93.9
100.0
100.0
98.9
98.4
95.6
6.1
1.1
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
20-40
#20 #40
20 50
Other Tests
44.3
48.1
35.4
3.1
44.2
48.0
35.3
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
12-9M
12-9M
Sand
Wabasha, MN
Gravel
Wabasha, MN
Grain Size Distribution API - RP-19C Sec. 6
10/24/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/18/12Dredged 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
99.9
99.5
97.2
#200
134090.0
#100 #200
#40
#50
#70
#100
#4
#10
1.4
0.0
Boring No.
2 3/4 3/8 #4
133618.5
#10
98.6
0.5
2.8
15.0
16.6
5.7
85.0
16.3
85.1
64.5
40.9
0.0
Cumulative %
Retained
1.7
0.4
35.6
59.3
64.4
40.7
83.7
94.7
100.0
100.0
99.9
99.5
97.2
5.3
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
2401 W 66th Street Richfield, Minnesota 55423-2031
.002.005
Hydrometer Analysis
Fines
.2 .5
Depth
.02 .05
Fine
40-60
#20 #40
20 50
Other Tests
49.1
46.2
29.2
3.2
48.8
45.9
29.0
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
12-9M
12-9M
Sand
Wabasha, MN
Gravel
Wabasha, MN
Grain Size Distribution API - RP-19C Sec. 6
10/24/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/18/12Dredged Material for use as Proppant Material
USACE - Hydraulics & Hydrology Branch
40-60
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
99.4
97.7
#200
137989.0
#100 #200
#40
#50
#70
#100
#4
#10
1.1
0.0
Boring No.
2 3/4 3/8 #4
137190.6
#10
98.9
0.6
2.3
17.9
12.5
4.3
82.1
12.0
82.2
58.4
33.4
0.0
Cumulative %
Retained
1.7
0.6
41.8
67.0
58.2
33.0
88.0
96.2
100.0
100.0
99.7
99.4
97.7
3.8
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
0-20
#20 #40
20 50
Other Tests
26.7
38.5
44.5
5.7
26.5
38.2
44.1
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
12-10M
12-10M
Sand
Wabasha, MN
Gravel
Wabasha, MN
Grain Size Distribution API - RP-19C Sec. 6
10/24/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/18/12Dredged Material for use as Proppant Material
USACE - Hydraulics & Hydrology Branch
0-20
Sand w/a trace of gravel, fine to medium grained (SP)
Sand w/a trace of gravel, fine to medium grained (SP)
Location Fines w/ fines w/o fines
#20
#30
Mass (g)
1/2"
3/8"
100.0
99.6
96.9
95.2
#200
128082.0
#100 #200
#40
#50
#70
#100
#4
#10
4.3
0.0
Boring No.
2 3/4 3/8 #4
126903.4
#10
95.7
3.1
4.8
12.3
38.0
17.3
87.7
37.4
87.9
76.1
61.4
0.0
Cumulative %
Retained
5.2
0.9
24.1
39.0
75.9
61.0
62.6
83.4
100.0
100.0
99.6
96.9
95.2
16.6
0.4
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
20-40
#20 #40
20 50
Other Tests
40.9
43.7
34.8
8.1
40.7
43.5
34.6
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
12-10M
12-10M
Sand
Wabasha, MN
Gravel
Wabasha, MN
Grain Size Distribution API - RP-19C Sec. 6
10/24/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/18/12Dredged 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
99.9
98.0
#200
145810.0
#100 #200
#40
#50
#70
#100
#4
#10
2.3
0.0
Boring No.
2 3/4 3/8 #4
145153.7
#10
97.7
0.1
2.0
15.7
21.4
9.1
84.3
21.0
84.4
64.9
43.7
Cumulative %
Retained
2.8
0.5
35.2
56.5
64.8
43.5
79.0
91.3
100.0
100.0
99.9
98.0
8.7
0.0
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
40-60
#20 #40
20 50
Other Tests
41.0
45.6
34.9
6.9
40.8
45.3
34.7
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
12-10M
12-10M
Sand
Wabasha, MN
Gravel
Wabasha, MN
Grain Size Distribution API - RP-19C Sec. 6
10/24/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/18/12Dredged Material for use as Proppant Material
USACE - Hydraulics & Hydrology Branch
40-60
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
99.0
96.5
#200
124010.0
#100 #200
#40
#50
#70
#100
#4
#10
2.2
0.0
Boring No.
2 3/4 3/8 #4
123336.0
#10
97.8
1.0
3.6
16.1
20.2
8.5
83.9
19.8
84.0
65.5
43.2
Cumulative %
Retained
2.8
0.5
34.7
57.1
65.3
42.9
80.2
92.0
100.0
100.0
99.9
99.0
96.4
8.0
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
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
36.7
49.4
43.5
3.4
36.5
49.1
43.2
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
12-11M
12-11M
Sand
Wabasha, MN
Gravel
Wabasha, MN
Grain Size Distribution API - RP-19C Sec. 6
10/24/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/18/12Dredged Material for use as Proppant Material
USACE - Hydraulics & Hydrology Branch
0-20
Sand, fine to medium grained (SP)
Sand, fine to medium grained (SP)
Location Fines w/ fines w/o fines
#20
#30
Mass (g)
1/2"
3/8"
100.0
99.6
98.5
96.2
#200
130050.0
#100 #200
#40
#50
#70
#100
#4
#10
1.5
0.0
Boring No.
2 3/4 3/8 #4
129300.5
#10
98.5
1.5
3.8
13.5
21.7
6.9
86.5
21.2
86.6
70.7
50.1
0.0
Cumulative %
Retained
2.1
0.6
29.4
50.2
70.6
49.8
78.8
93.6
100.0
100.0
99.6
98.5
96.2
6.4
0.4
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
20-40
#20 #40
20 50
Other Tests
41.4
43.1
32.5
3.4
41.2
42.9
32.4
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
12-11M
12-11M
Sand
Wabasha, MN
Gravel
Wabasha, MN
Grain Size Distribution API - RP-19C Sec. 6
10/24/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/18/12Dredged Material for use as Proppant Material
USACE - Hydraulics & Hydrology Branch
20-40
Sand w/a trace of gravel, medium to fine grained (SP)
Sand w/a trace of gravel, medium to fine grained (SP)
Location Fines w/ fines w/o fines
#20
#30
Mass (g)
1/2"
3/8"
100.0
99.6
97.5
94.4
#200
141790.0
#100 #200
#40
#50
#70
#100
#4
#10
1.3
0.0
Boring No.
2 3/4 3/8 #4
141233.7
#10
98.7
2.5
5.6
21.2
15.8
5.3
78.8
15.4
78.9
58.7
37.7
0.0
Cumulative %
Retained
1.7
0.4
41.5
62.6
58.5
37.4
84.6
95.1
100.0
100.0
99.6
97.5
94.4
4.9
0.4
Remarks:
D60
D30
D10
CU
CC
Soil Classification
0.0010.010.1110100 Grain Size (mm)
P er ce n t P a ss
Soil Classification
Remarks:
D60
D30
D10
CU
CC
100.0
100.0
99.9
99.0
96.7
2.9
0.1
1.2
0.4
44.3
69.3
55.7
30.7
89.7
97.1
0.0
Cumulative %
Retained
10.6
3.3
80.8
10.3
80.9
55.9
31.0
#10
99.2
1.0
3.3
19.2
0.8
0.0
Boring No.
2 3/4 3/8 #4
108207.9
#200
108600.0
#100 #200
#40
#50
#70
#100
#4
#10
#30
Mass (g)
1/2"
3/8"
100.0
99.9
99.0
96.7
#20
Location Fines w/ fines w/o fines
USACE - Hydraulics & Hydrology Branch
40-60
Sand, medium to fine grained (SP)
Sand, medium to fine grained (SP)
Grain Size Distribution API - RP-19C Sec. 6
10/24/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/18/12Dredged Material for use as Proppant Material
Gravel
Wabasha, MN
12-11M
12-11M
Sand
Wabasha, MN
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
45.4
27.8
3.1
49.9
45.2
27.7
20 50
Other Tests
5 .2 .5
Depth
.02 .05
Fine
40-60
#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
0-20
#20 #40
20 50
Other Tests
45.0
45.3
31.0
2.8
44.8
45.2
30.8
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
12-12M
12-12M
Sand
Wabasha, MN
Gravel
Wabasha, MN
Grain Size Distribution API - RP-19C Sec. 6
10/24/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/18/12Dredged Material for use as Proppant Material
USACE - Hydraulics & Hydrology Branch
0-20
Sand w/a trace of gravel, medium to fine grained (SP)
Sand w/a trace of gravel, medium to fine grained (SP)
Location Fines w/ fines w/o fines
#20
#30
Mass (g)
1/2"
3/8"
100.0
99.7
97.0
93.8
#200
115210.0
#100 #200
#40
#50
#70
#100
#4
#10
0.9
0.0
Boring No.
2 3/4 3/8 #4
114767.1
#10
99.1
3.0
6.2
20.4
12.8
4.0
79.6
12.5
79.7
58.0
34.8
0.0
Cumulative %
Retained
1.3
0.4
42.2
65.4
57.8
34.6
87.5
96.4
100.0
100.0
99.7
97.0
93.8
3.6
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
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
43.2
49.8
39.2
3.3
43.0
49.6
39.0
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
12-12M
12-12M
Sand
Wabasha, MN
Gravel
Wabasha, MN
Grain Size Distribution API - RP-19C Sec. 6
10/24/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/18/12Dredged 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
99.9
99.2
98.2
#200
112000.0
#100 #200
#40
#50
#70
#100
#4
#10
1.6
0.0
Boring No.
2 3/4 3/8 #4
111529.4
#10
98.4
0.8
1.8
11.5
19.4
6.5
88.5
19.1
88.6
69.1
45.6
0.0
Cumulative %
Retained
2.0
0.4
31.1
54.7
68.9
45.3
80.9
93.9
100.0
100.0
99.9
99.2
98.2
6.1
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
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
38.1
48.3
42.1
3.7
37.9
47.9
41.7
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
12-12M
12-12M
Sand
Wabasha, MN
Gravel
Wabasha, MN
Grain Size Distribution API - RP-19C Sec. 6
10/24/12Report Date:
Test Date:
Reported To:
Project:
Job No. : 8721
10/18/12Dredged Material for use as Proppant Material
USACE - Hydraulics & Hydrology Branch
40-50
Sand, fine to medium grained (SP)
Sand, fine to medium grained (SP)
Location Fines w/ fines w/o fines
#20
#30
Mass (g)
1/2"
3/8"
100.0
99.9
99.3
98.4
#200
54340.0
#100 #200
#40
#50
#70
#100
#4
#10
2.6
0.0
Boring No.
2 3/4 3/8 #4
53928.9
#10
97.4
0.7
1.6
11.3
24.3
9.2
88.7
23.7
88.8
72.2
51.0
0.0
Cumulative %
Retained
3.3
0.8
28.0
49.4
72.0
50.6
76.3
91.5
100.0
100.0
99.9
99.3
98.4
8.5
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
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