5/15/2018 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS18-0079Sample ID:
Project Number:
T.H. Number:
Submitted By:
Proj. Engineer:
Tests Required:
Sample Taken From:
Depth (ft.):
Field ID:
Field Classification:
Date Sampled:
Date Received:
8208-40
95
C. FERN
STEVE ADAMSKY
4/23/2018
4/30/2018
7024
FIELD
G
.5-2.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) SiCL
Clay (Entire Sample) 22.4
Silt (Entire Sample) 63.1
S & G (Entire Sample) 14.5
Mn\DOT Class (Minus 10) SiCL
Clay (Minus10) 22.8
Silt (Minus10) 64.3
Sand (Minus10) 12.9
Percent PassingSieve Size
Sieves
2" (50 mm) 100.0
1" (25.0 mm) 100.0
3/4" (19.0 mm) 100.0
3/8" (9.5 mm) 100.0
#4 (4.75 mm) 99.8
#10 (2.00 mm) 98.2
#20 (850 um) 96.9
#40 (425 um) 94.6
#60 (250 um) 91.1
#100 (150 um) 88.0
#200 (75 um) 85.5
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
STEVE ADAMSKY
C. FERN
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 5/15/2018 10:54Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS18-0079
8208-40
4/23/2018
C. FERN
4/30/2018Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 35.0 0.031428 58.6
5 min 69. 28.5 0.020883 45.7
15 min 69. 23.0 0.012462 34.9
30 min 69. 21.0 0.008952 30.9
60 min 69. 19.5 0.006354 27.9
250 min 69. 17.5 0.003149 24.0
24 hr 69. 16.0 0.001332 21.0
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
22.4 Clay (Entire Sample)
63.1 Silt (Entire Sample)
14.5 S & G (Entire Sample)
22.8 Clay (Minus10)
64.3 Silt (Minus10)
12.9 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 32.56
Oven Dry + Can 32.35
Can 14.52
Corr. Factor 0.988
Weight 1 Weight 2Type
Plastic Limit
20
30
40
50
60
70
80
90
100
0.001 0.010 0.100 1.000 10.000 100.000
Particle Size (mm)
% F
iner
Th
an
Percent Finer
Page 2 of 2 5/15/2018 10:54Ver.# 1
5/15/2018 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS18-0078Sample ID:
Project Number:
T.H. Number:
Submitted By:
Proj. Engineer:
Tests Required:
Sample Taken From:
Depth (ft.):
Field ID:
Field Classification:
Date Sampled:
Date Received:
8208-40
95
C. FERN
STEVE ADAMSKY
4/23/2018
4/30/2018
7024
FIELD
G
2.0-5.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) FS
Clay (Entire Sample) 4.0
Silt (Entire Sample) 3.4
S & G (Entire Sample) 92.6
Mn\DOT Class (Minus 10) S
Clay (Minus10) 4.1
Silt (Minus10) 3.5
Sand (Minus10) 92.5
Percent PassingSieve Size
Sieves
2" (50 mm) 100.0
1" (25.0 mm) 100.0
3/4" (19.0 mm) 100.0
3/8" (9.5 mm) 100.0
#4 (4.75 mm) 99.6
#10 (2.00 mm) 98.4
#20 (850 um) 95.3
#40 (425 um) 77.3
#60 (250 um) 41.4
#100 (150 um) 12.7
#200 (75 um) 7.4
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
STEVE ADAMSKY
C. FERN
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 5/15/2018 10:53Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS18-0078
8208-40
4/23/2018
C. FERN
4/30/2018Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 7.0 0.037635 5.1
5 min 69. 7.0 0.023802 5.1
15 min 69. 7.0 0.013742 5.1
30 min 69. 7.0 0.009717 5.1
60 min 69. 7.0 0.006871 5.1
250 min 69. 7.0 0.003366 5.1
24 hr 69. 6.0 0.001407 3.2
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
4.0 Clay (Entire Sample)
3.4 Silt (Entire Sample)
92.6 S & G (Entire Sample)
4.1 Clay (Minus10)
3.5 Silt (Minus10)
92.5 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 33.49
Oven Dry + Can 33.44
Can 14.57
Corr. Factor 0.997
Weight 1 Weight 2Type
Plastic Limit
0
20
40
60
80
100
0.001 0.010 0.100 1.000 10.000 100.000
Particle Size (mm)
% F
iner
Th
an
Percent Finer
Page 2 of 2 5/15/2018 10:53Ver.# 1
5/15/2018 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS18-0077Sample ID:
Project Number:
T.H. Number:
Submitted By:
Proj. Engineer:
Tests Required:
Sample Taken From:
Depth (ft.):
Field ID:
Field Classification:
Date Sampled:
Date Received:
8208-40
95
C. FERN
STEVE ADAMSKY
4/23/2018
4/30/2018
7024
FIELD
G
5.0-8.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) LFS
Clay (Entire Sample) 5.6
Silt (Entire Sample) 5.3
S & G (Entire Sample) 89.1
Mn\DOT Class (Minus 10) LS
Clay (Minus10) 5.6
Silt (Minus10) 5.3
Sand (Minus10) 89.1
Percent PassingSieve Size
Sieves
2" (50 mm) 100.0
1" (25.0 mm) 100.0
3/4" (19.0 mm) 100.0
3/8" (9.5 mm) 100.0
#4 (4.75 mm) 100.0
#10 (2.00 mm) 99.8
#20 (850 um) 97.5
#40 (425 um) 77.0
#60 (250 um) 52.2
#100 (150 um) 31.9
#200 (75 um) 10.9
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
STEVE ADAMSKY
C. FERN
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 5/15/2018 10:52Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS18-0077
8208-40
4/23/2018
C. FERN
4/30/2018Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 9.0 0.037136 7.2
5 min 69. 9.0 0.023487 7.2
15 min 69. 9.0 0.013560 7.2
30 min 69. 8.5 0.009653 6.2
60 min 69. 8.5 0.006826 6.2
250 min 69. 8.5 0.003344 6.2
24 hr 69. 8.0 0.001393 5.2
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
5.6 Clay (Entire Sample)
5.3 Silt (Entire Sample)
89.1 S & G (Entire Sample)
5.6 Clay (Minus10)
5.3 Silt (Minus10)
89.1 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 33.46
Oven Dry + Can 33.44
Can 14.39
Corr. Factor 0.999
Weight 1 Weight 2Type
Plastic Limit
0
20
40
60
80
100
0.001 0.010 0.100 1.000 10.000 100.000
Particle Size (mm)
% F
iner
Th
an
Percent Finer
Page 2 of 2 5/15/2018 10:52Ver.# 1
5/15/2018 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS18-0076Sample ID:
Project Number:
T.H. Number:
Submitted By:
Proj. Engineer:
Tests Required:
Sample Taken From:
Depth (ft.):
Field ID:
Field Classification:
Date Sampled:
Date Received:
8208-40
95
C. FERN
STEVE ADAMSKY
4/23/2018
4/30/2018
7024
FIELD
G
8.0-15.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) LFS
Clay (Entire Sample) 8.0
Silt (Entire Sample) 8.2
S & G (Entire Sample) 83.8
Mn\DOT Class (Minus 10) LS
Clay (Minus10) 8
Silt (Minus10) 8.2
Sand (Minus10) 83.8
Percent PassingSieve Size
Sieves
2" (50 mm) 100.0
1" (25.0 mm) 100.0
3/4" (19.0 mm) 100.0
3/8" (9.5 mm) 100.0
#4 (4.75 mm) 99.9
#10 (2.00 mm) 99.8
#20 (850 um) 98.1
#40 (425 um) 84.8
#60 (250 um) 67.4
#100 (150 um) 36.4
#200 (75 um) 16.2
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
STEVE ADAMSKY
C. FERN
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 5/15/2018 10:51Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS18-0076
8208-40
4/23/2018
C. FERN
4/30/2018Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 10.0 0.037011 11.2
5 min 69. 9.5 0.023408 10.2
15 min 69. 9.0 0.013560 9.2
30 min 69. 9.0 0.009589 9.2
60 min 69. 9.0 0.006780 9.2
250 min 69. 9.0 0.003322 9.2
24 hr 69. 8.0 0.001393 7.2
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
8.0 Clay (Entire Sample)
8.2 Silt (Entire Sample)
83.8 S & G (Entire Sample)
8 Clay (Minus10)
8.2 Silt (Minus10)
83.8 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 33.18
Oven Dry + Can 33.15
Can 14.44
Corr. Factor 0.998
Weight 1 Weight 2Type
Plastic Limit
0
20
40
60
80
100
0.001 0.010 0.100 1.000 10.000 100.000
Particle Size (mm)
% F
iner
Th
an
Percent Finer
Page 2 of 2 5/15/2018 10:51Ver.# 1
6/14/2018 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS18-0094Sample ID:
Project Number:
T.H. Number:
Submitted By:
Proj. Engineer:
Tests Required:
Sample Taken From:
Depth (ft.):
Field ID:
Field Classification:
Date Sampled:
Date Received:
8208-40
95
C. FERN
STEVE ADAMSKY
5/24/2018
6/4/2018
7025
WOODS
G
0.5-5.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) SiCL
Clay (Entire Sample) 22.1
Silt (Entire Sample) 52.2
S & G (Entire Sample) 25.7
Mn\DOT Class (Minus 10) SiCL
Clay (Minus10) 22.3
Silt (Minus10) 52.7
Sand (Minus10) 24.9
Percent PassingSieve Size
Sieves
2" (50 mm) 100.0
1" (25.0 mm) 100.0
3/4" (19.0 mm) 100.0
3/8" (9.5 mm) 100.0
#4 (4.75 mm) 100.0
#10 (2.00 mm) 99.0
#20 (850 um) 98.3
#40 (425 um) 92.8
#60 (250 um) 84.5
#100 (150 um) 78.0
#200 (75 um) 74.3
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
STEVE ADAMSKY
C. FERN
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 6/14/2018 13:07Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS18-0094
8208-40
5/24/2018
C. FERN
6/4/2018Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 32.0 0.032161 52.1
5 min 69. 28.0 0.020883 44.2
15 min 69. 24.0 0.012412 36.2
30 min 69. 22.0 0.008882 32.2
60 min 69. 20.5 0.006354 29.2
250 min 69. 18.0 0.003149 24.2
24 hr 69. 16.0 0.001332 20.2
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
22.1 Clay (Entire Sample)
52.2 Silt (Entire Sample)
25.7 S & G (Entire Sample)
22.3 Clay (Minus10)
52.7 Silt (Minus10)
24.9 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 27.37
Oven Dry + Can 27.24
Can 14.23
Corr. Factor 0.990
Weight 1 Weight 2Type
Plastic Limit
20
30
40
50
60
70
80
90
100
0.001 0.010 0.100 1.000 10.000 100.000
Particle Size (mm)
% F
iner
Th
an
Percent Finer
Page 2 of 2 6/14/2018 13:07Ver.# 1
6/14/2018 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS18-0095Sample ID:
Project Number:
T.H. Number:
Submitted By:
Proj. Engineer:
Tests Required:
Sample Taken From:
Depth (ft.):
Field ID:
Field Classification:
Date Sampled:
Date Received:
8208-40
95
C. FERN
STEVE ADAMSKY
5/24/2018
6/4/2018
7025
WOODS
G
5.0-15.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) FS
Clay (Entire Sample) 3.6
Silt (Entire Sample) 5.7
S & G (Entire Sample) 90.7
Mn\DOT Class (Minus 10) S
Clay (Minus10) 3.7
Silt (Minus10) 5.8
Sand (Minus10) 90.5
Percent PassingSieve Size
Sieves
2" (50 mm) 100.0
1" (25.0 mm) 100.0
3/4" (19.0 mm) 100.0
3/8" (9.5 mm) 100.0
#4 (4.75 mm) 99.4
#10 (2.00 mm) 98.0
#20 (850 um) 96.3
#40 (425 um) 84.3
#60 (250 um) 54.5
#100 (150 um) 22.9
#200 (75 um) 9.3
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
STEVE ADAMSKY
C. FERN
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 6/14/2018 13:11Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS18-0095
8208-40
5/24/2018
C. FERN
6/4/2018Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 7.0 0.037635 5.1
5 min 69. 7.0 0.023802 5.1
15 min 69. 6.5 0.013787 4.1
30 min 69. 6.5 0.009749 4.1
60 min 69. 6.5 0.006894 4.1
250 min 69. 6.5 0.003377 4.1
24 hr 69. 6.0 0.001407 3.2
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
3.6 Clay (Entire Sample)
5.7 Silt (Entire Sample)
90.7 S & G (Entire Sample)
3.7 Clay (Minus10)
5.8 Silt (Minus10)
90.5 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 40.52
Oven Dry + Can 40.46
Can 14.39
Corr. Factor 0.998
Weight 1 Weight 2Type
Plastic Limit
0
20
40
60
80
100
0.001 0.010 0.100 1.000 10.000 100.000
Particle Size (mm)
% F
iner
Th
an
Percent Finer
Page 2 of 2 6/14/2018 13:11Ver.# 1
6/14/2018 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS18-0096Sample ID:
Project Number:
T.H. Number:
Submitted By:
Proj. Engineer:
Tests Required:
Sample Taken From:
Depth (ft.):
Field ID:
Field Classification:
Date Sampled:
Date Received:
8208-40
95
C. FERN
STEVE ADAMSKY
5/24/2018
6/4/2018
7026
WOODS
G
0.5-4.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) SiCL
Clay (Entire Sample) 20.8
Silt (Entire Sample) 52.2
S & G (Entire Sample) 27.0
Mn\DOT Class (Minus 10) SiCL
Clay (Minus10) 21.1
Silt (Minus10) 53
Sand (Minus10) 25.8
Percent PassingSieve Size
Sieves
2" (50 mm) 100.0
1" (25.0 mm) 100.0
3/4" (19.0 mm) 100.0
3/8" (9.5 mm) 100.0
#4 (4.75 mm) 99.5
#10 (2.00 mm) 98.4
#20 (850 um) 95.9
#40 (425 um) 89.6
#60 (250 um) 83.1
#100 (150 um) 77.3
#200 (75 um) 73.0
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
STEVE ADAMSKY
C. FERN
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 6/14/2018 13:11Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS18-0096
8208-40
5/24/2018
C. FERN
6/4/2018Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 31.0 0.032305 51.8
5 min 69. 27.0 0.021061 43.8
15 min 69. 22.0 0.012561 33.9
30 min 69. 20.0 0.008987 29.9
60 min 69. 18.5 0.006427 27.0
250 min 69. 16.5 0.003196 23.0
24 hr 69. 14.5 0.001346 19.0
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
20.8 Clay (Entire Sample)
52.2 Silt (Entire Sample)
27.0 S & G (Entire Sample)
21.1 Clay (Minus10)
53 Silt (Minus10)
25.8 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 33.01
Oven Dry + Can 32.80
Can 14.41
Corr. Factor 0.989
Weight 1 Weight 2Type
Plastic Limit
0
20
40
60
80
100
0.001 0.010 0.100 1.000 10.000 100.000
Particle Size (mm)
% F
iner
Th
an
Percent Finer
Page 2 of 2 6/14/2018 13:11Ver.# 1
6/14/2018 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS18-0097Sample ID:
Project Number:
T.H. Number:
Submitted By:
Proj. Engineer:
Tests Required:
Sample Taken From:
Depth (ft.):
Field ID:
Field Classification:
Date Sampled:
Date Received:
8208-40
95
C. FERN
STEVE ADAMSKY
5/24/2018
6/4/2018
7026
WOODS
G
4.0-10.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) FS
Clay (Entire Sample) 2.3
Silt (Entire Sample) 6.1
S & G (Entire Sample) 91.6
Mn\DOT Class (Minus 10) S
Clay (Minus10) 2.6
Silt (Minus10) 6.8
Sand (Minus10) 90.6
Percent PassingSieve Size
Sieves
2" (50 mm) 100.0
1" (25.0 mm) 100.0
3/4" (19.0 mm) 100.0
3/8" (9.5 mm) 97.9
#4 (4.75 mm) 94.6
#10 (2.00 mm) 89.8
#20 (850 um) 84.0
#40 (425 um) 67.7
#60 (250 um) 41.8
#100 (150 um) 18.3
#200 (75 um) 8.4
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
STEVE ADAMSKY
C. FERN
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 6/14/2018 13:12Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS18-0097
8208-40
5/24/2018
C. FERN
6/4/2018Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 6.0 0.037758 2.9
5 min 69. 6.0 0.023880 2.9
15 min 69. 6.0 0.013787 2.9
30 min 69. 6.0 0.009749 2.9
60 min 69. 6.0 0.006894 2.9
250 min 69. 6.0 0.003377 2.9
24 hr 69. 5.5 0.001407 2.0
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
2.3 Clay (Entire Sample)
6.1 Silt (Entire Sample)
91.6 S & G (Entire Sample)
2.6 Clay (Minus10)
6.8 Silt (Minus10)
90.6 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 35.86
Oven Dry + Can 35.83
Can 14.50
Corr. Factor 0.999
Weight 1 Weight 2Type
Plastic Limit
0
20
40
60
80
100
0.001 0.010 0.100 1.000 10.000 100.000
Particle Size (mm)
% F
iner
Th
an
Percent Finer
Page 2 of 2 6/14/2018 13:12Ver.# 1
6/14/2018 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS18-0098Sample ID:
Project Number:
T.H. Number:
Submitted By:
Proj. Engineer:
Tests Required:
Sample Taken From:
Depth (ft.):
Field ID:
Field Classification:
Date Sampled:
Date Received:
8208-40
95
C. FERN
STEVE ADAMSKY
5/24/2018
6/4/2018
7026
WOODS
G
10.0-15.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) LFS
Clay (Entire Sample) 3.3
Silt (Entire Sample) 12.1
S & G (Entire Sample) 84.7
Mn\DOT Class (Minus 10) LS
Clay (Minus10) 4
Silt (Minus10) 14.8
Sand (Minus10) 81.2
Percent PassingSieve Size
Sieves
2" (50 mm) 100.0
1" (25.0 mm) 100.0
3/4" (19.0 mm) 98.5
3/8" (9.5 mm) 92.6
#4 (4.75 mm) 86.6
#10 (2.00 mm) 81.5
#20 (850 um) 76.8
#40 (425 um) 66.1
#60 (250 um) 48.1
#100 (150 um) 29.0
#200 (75 um) 15.3
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
STEVE ADAMSKY
C. FERN
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 6/14/2018 13:14Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS18-0098
8208-40
5/24/2018
C. FERN
6/4/2018Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 10.0 0.037011 7.5
5 min 69. 9.0 0.023487 5.9
15 min 69. 9.0 0.013560 5.9
30 min 69. 9.0 0.009589 5.9
60 min 69. 9.0 0.006780 5.9
250 min 69. 8.0 0.003344 4.3
24 hr 69. 7.0 0.001403 2.6
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
3.3 Clay (Entire Sample)
12.1 Silt (Entire Sample)
84.7 S & G (Entire Sample)
4 Clay (Minus10)
14.8 Silt (Minus10)
81.2 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 37.30
Oven Dry + Can 37.24
Can 14.49
Corr. Factor 0.997
Weight 1 Weight 2Type
Plastic Limit
0
20
40
60
80
100
0.001 0.010 0.100 1.000 10.000 100.000
Particle Size (mm)
% F
iner
Th
an
Percent Finer
Page 2 of 2 6/14/2018 13:14Ver.# 1
6/7/2018 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS18-0084Sample ID:
Project Number:
T.H. Number:
Submitted By:
Proj. Engineer:
Tests Required:
Sample Taken From:
Depth (ft.):
Field ID:
Field Classification:
Date Sampled:
Date Received:
8208-40
95
C. FERN
STEVE ADAMSKY
5/22/2018
5/23/2018
7027
FIELD
G
2.0-3.5
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) SiCL
Clay (Entire Sample) 20.2
Silt (Entire Sample) 62.3
S & G (Entire Sample) 17.6
Mn\DOT Class (Minus 10) SiCL
Clay (Minus10) 20.4
Silt (Minus10) 62.9
Sand (Minus10) 16.8
Percent PassingSieve Size
Sieves
2" (50 mm) 100.0
1" (25.0 mm) 100.0
3/4" (19.0 mm) 100.0
3/8" (9.5 mm) 100.0
#4 (4.75 mm) 99.6
#10 (2.00 mm) 99.0
#20 (850 um) 98.1
#40 (425 um) 94.9
#60 (250 um) 90.0
#100 (150 um) 85.2
#200 (75 um) 82.4
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
STEVE ADAMSKY
C. FERN
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 6/7/2018 13:17Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS18-0084
8208-40
5/22/2018
C. FERN
5/23/2018Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 34.0 0.031576 58.7
5 min 69. 27.0 0.021061 44.6
15 min 69. 22.0 0.012561 34.5
30 min 69. 20.0 0.008987 30.4
60 min 69. 18.0 0.006427 26.4
250 min 69. 16.0 0.003196 22.4
24 hr 69. 14.0 0.001346 18.3
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
20.2 Clay (Entire Sample)
62.3 Silt (Entire Sample)
17.6 S & G (Entire Sample)
20.4 Clay (Minus10)
62.9 Silt (Minus10)
16.8 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 28.13
Oven Dry + Can 27.81
Can 14.29
Corr. Factor 0.977
Weight 1 Weight 2Type
Plastic Limit
0
20
40
60
80
100
0.001 0.010 0.100 1.000 10.000 100.000
Particle Size (mm)
% F
iner
Th
an
Percent Finer
Page 2 of 2 6/7/2018 13:17Ver.# 1
6/7/2018 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS18-0085Sample ID:
Project Number:
T.H. Number:
Submitted By:
Proj. Engineer:
Tests Required:
Sample Taken From:
Depth (ft.):
Field ID:
Field Classification:
Date Sampled:
Date Received:
8208-40
95
C. FERN
STEVE ADAMSKY
5/22/2018
5/23/2018
7027
FIELD
G
3.5-6
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) SL
Clay (Entire Sample) 10.1
Silt (Entire Sample) 29.2
S & G (Entire Sample) 60.7
Mn\DOT Class (Minus 10) SL
Clay (Minus10) 10.6
Silt (Minus10) 30.6
Sand (Minus10) 58.8
Percent PassingSieve Size
Sieves
2" (50 mm) 100.0
1" (25.0 mm) 100.0
3/4" (19.0 mm) 100.0
3/8" (9.5 mm) 99.7
#4 (4.75 mm) 97.7
#10 (2.00 mm) 95.3
#20 (850 um) 91.0
#40 (425 um) 80.5
#60 (250 um) 65.0
#100 (150 um) 48.3
#200 (75 um) 39.3
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
STEVE ADAMSKY
C. FERN
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 6/7/2018 13:17Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS18-0085
8208-40
5/22/2018
C. FERN
5/23/2018Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 18.0 0.035204 24.2
5 min 69. 16.0 0.022597 20.4
15 min 69. 14.0 0.013189 16.5
30 min 69. 13.0 0.009392 14.6
60 min 69. 12.5 0.006665 13.6
250 min 69. 11.5 0.003265 11.7
24 hr 69. 10.0 0.001379 8.8
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
10.1 Clay (Entire Sample)
29.2 Silt (Entire Sample)
60.7 S & G (Entire Sample)
10.6 Clay (Minus10)
30.6 Silt (Minus10)
58.8 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 33.92
Oven Dry + Can 33.66
Can 14.26
Corr. Factor 0.987
Weight 1 Weight 2Type
Plastic Limit
0
20
40
60
80
100
0.001 0.010 0.100 1.000 10.000 100.000
Particle Size (mm)
% F
iner
Th
an
Percent Finer
Page 2 of 2 6/7/2018 13:17Ver.# 1
6/7/2018 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS18-0086Sample ID:
Project Number:
T.H. Number:
Submitted By:
Proj. Engineer:
Tests Required:
Sample Taken From:
Depth (ft.):
Field ID:
Field Classification:
Date Sampled:
Date Received:
8208-40
95
C. FERN
STEVE ADAMSKY
5/22/2018
5/23/2018
7027
FIELD
G
6-13
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) FSL
Clay (Entire Sample) 5.7
Silt (Entire Sample) 15.0
S & G (Entire Sample) 79.3
Mn\DOT Class (Minus 10) SL
Clay (Minus10) 6
Silt (Minus10) 15.9
Sand (Minus10) 78.1
Percent PassingSieve Size
Sieves
2" (50 mm) 100.0
1" (25.0 mm) 100.0
3/4" (19.0 mm) 100.0
3/8" (9.5 mm) 99.1
#4 (4.75 mm) 97.4
#10 (2.00 mm) 94.5
#20 (850 um) 89.6
#40 (425 um) 77.1
#60 (250 um) 56.3
#100 (150 um) 33.1
#200 (75 um) 20.7
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
STEVE ADAMSKY
C. FERN
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 6/7/2018 13:18Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS18-0086
8208-40
5/22/2018
C. FERN
5/23/2018Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 11.0 0.036758 10.6
5 min 69. 10.0 0.023408 8.7
15 min 69. 10.0 0.013514 8.7
30 min 69. 9.5 0.009556 7.7
60 min 69. 9.0 0.006780 6.8
250 min 69. 9.0 0.003322 6.8
24 hr 69. 8.0 0.001393 4.9
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
5.7 Clay (Entire Sample)
15.0 Silt (Entire Sample)
79.3 S & G (Entire Sample)
6 Clay (Minus10)
15.9 Silt (Minus10)
78.1 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 37.93
Oven Dry + Can 37.82
Can 14.53
Corr. Factor 0.995
Weight 1 Weight 2Type
Plastic Limit
0
20
40
60
80
100
0.001 0.010 0.100 1.000 10.000 100.000
Particle Size (mm)
% F
iner
Th
an
Percent Finer
Page 2 of 2 6/7/2018 13:18Ver.# 1
6/7/2018 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS18-0087Sample ID:
Project Number:
T.H. Number:
Submitted By:
Proj. Engineer:
Tests Required:
Sample Taken From:
Depth (ft.):
Field ID:
Field Classification:
Date Sampled:
Date Received:
8208-40
95
C. FERN
STEVE ADAMSKY
5/22/2018
5/23/2018
7027
FIELD
G
13-15
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) L
Clay (Entire Sample) 18.6
Silt (Entire Sample) 34.1
S & G (Entire Sample) 47.4
Mn\DOT Class (Minus 10) L
Clay (Minus10) 19.3
Silt (Minus10) 35.3
Sand (Minus10) 45.5
Percent PassingSieve Size
Sieves
2" (50 mm) 100.0
1" (25.0 mm) 100.0
3/4" (19.0 mm) 100.0
3/8" (9.5 mm) 99.6
#4 (4.75 mm) 98.7
#10 (2.00 mm) 96.5
#20 (850 um) 92.9
#40 (425 um) 85.2
#60 (250 um) 74.5
#100 (150 um) 62.2
#200 (75 um) 52.6
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
STEVE ADAMSKY
C. FERN
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 6/7/2018 13:20Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS18-0087
8208-40
5/22/2018
C. FERN
5/23/2018Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 23.5 0.033992 37.3
5 min 69. 21.0 0.021928 32.4
15 min 69. 18.5 0.012855 27.5
30 min 69. 17.5 0.009090 25.6
60 min 69. 16.5 0.006523 23.6
250 min 69. 15.0 0.003207 20.7
24 hr 69. 13.0 0.001356 16.8
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
18.6 Clay (Entire Sample)
34.1 Silt (Entire Sample)
47.4 S & G (Entire Sample)
19.3 Clay (Minus10)
35.3 Silt (Minus10)
45.5 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 31.33
Oven Dry + Can 31.12
Can 14.41
Corr. Factor 0.988
Weight 1 Weight 2Type
Plastic Limit
0
20
40
60
80
100
0.001 0.010 0.100 1.000 10.000 100.000
Particle Size (mm)
% F
iner
Th
an
Percent Finer
Page 2 of 2 6/7/2018 13:20Ver.# 1
7/5/2018 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS18-0103Sample ID:
Project Number:
T.H. Number:
Submitted By:
Proj. Engineer:
Tests Required:
Sample Taken From:
Depth (ft.):
Field ID:
Field Classification:
Date Sampled:
Date Received:
8208-40
95
C. FERN
STEVE ADAMSKY
6/12/2018
6/19/2018
7029
FIELD
G
1.5-8.5
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) FSL
Clay (Entire Sample) 7.1
Silt (Entire Sample) 13.1
S & G (Entire Sample) 79.8
Mn\DOT Class (Minus 10) SL
Clay (Minus10) 7.6
Silt (Minus10) 14.1
Sand (Minus10) 78.3
Percent PassingSieve Size
Sieves
2" (50 mm) 100.0
1" (25.0 mm) 100.0
3/4" (19.0 mm) 99.3
3/8" (9.5 mm) 98.0
#4 (4.75 mm) 95.6
#10 (2.00 mm) 93.0
#20 (850 um) 87.7
#40 (425 um) 77.4
#60 (250 um) 58.1
#100 (150 um) 34.7
#200 (75 um) 20.2
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
STEVE ADAMSKY
C. FERN
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 7/5/2018 14:21Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS18-0103
8208-40
6/12/2018
C. FERN
6/19/2018Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 11.0 0.036758 11.4
5 min 69. 10.0 0.023408 9.5
15 min 69. 10.0 0.013514 9.5
30 min 69. 10.0 0.009556 9.5
60 min 69. 9.0 0.006780 7.6
250 min 69. 9.0 0.003322 7.6
24 hr 69. 8.5 0.001393 6.7
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
7.1 Clay (Entire Sample)
13.1 Silt (Entire Sample)
79.8 S & G (Entire Sample)
7.6 Clay (Minus10)
14.1 Silt (Minus10)
78.3 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 34.62
Oven Dry + Can 34.49
Can 14.37
Corr. Factor 0.994
Weight 1 Weight 2Type
Plastic Limit
0
20
40
60
80
100
0.001 0.010 0.100 1.000 10.000 100.000
Particle Size (mm)
% F
iner
Th
an
Percent Finer
Page 2 of 2 7/5/2018 14:21Ver.# 1
7/5/2018 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS18-0104Sample ID:
Project Number:
T.H. Number:
Submitted By:
Proj. Engineer:
Tests Required:
Sample Taken From:
Depth (ft.):
Field ID:
Field Classification:
Date Sampled:
Date Received:
8208-40
95
C. FERN
STEVE ADAMSKY
6/12/2018
6/19/2018
7030
FIELD
G
0.3-4.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) LFS
Clay (Entire Sample) 5.0
Silt (Entire Sample) 5.4
S & G (Entire Sample) 89.6
Mn\DOT Class (Minus 10) LS
Clay (Minus10) 5.2
Silt (Minus10) 5.6
Sand (Minus10) 89.1
Percent PassingSieve Size
Sieves
2" (50 mm) 100.0
1" (25.0 mm) 100.0
3/4" (19.0 mm) 99.4
3/8" (9.5 mm) 97.3
#4 (4.75 mm) 96.5
#10 (2.00 mm) 95.7
#20 (850 um) 93.2
#40 (425 um) 75.7
#60 (250 um) 44.9
#100 (150 um) 19.8
#200 (75 um) 10.4
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
STEVE ADAMSKY
C. FERN
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 7/5/2018 14:22Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS18-0104
8208-40
6/12/2018
C. FERN
6/19/2018Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 7.5 0.037386 6.0
5 min 69. 7.0 0.023802 5.0
15 min 69. 7.0 0.013742 5.0
30 min 69. 7.0 0.009717 5.0
60 min 69. 7.0 0.006871 5.0
250 min 69. 7.0 0.003366 5.0
24 hr 69. 7.0 0.001403 5.0
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
5.0 Clay (Entire Sample)
5.4 Silt (Entire Sample)
89.6 S & G (Entire Sample)
5.2 Clay (Minus10)
5.6 Silt (Minus10)
89.1 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 34.32
Oven Dry + Can 34.22
Can 14.05
Corr. Factor 0.995
Weight 1 Weight 2Type
Plastic Limit
0
20
40
60
80
100
0.001 0.010 0.100 1.000 10.000 100.000
Particle Size (mm)
% F
iner
Th
an
Percent Finer
Page 2 of 2 7/5/2018 14:22Ver.# 1
7/5/2018 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS18-0105Sample ID:
Project Number:
T.H. Number:
Submitted By:
Proj. Engineer:
Tests Required:
Sample Taken From:
Depth (ft.):
Field ID:
Field Classification:
Date Sampled:
Date Received:
8208-40
95
C. FERN
STEVE ADAMSKY
6/12/2018
6/19/2018
7030
FIELD
G
4.0-7.5
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) SL
Clay (Entire Sample) 5.8
Silt (Entire Sample) 20.7
S & G (Entire Sample) 73.5
Mn\DOT Class (Minus 10) SL
Clay (Minus10) 7.1
Silt (Minus10) 25.2
Sand (Minus10) 67.7
Percent PassingSieve Size
Sieves
2" (50 mm) 100.0
1" (25.0 mm) 100.0
3/4" (19.0 mm) 99.0
3/8" (9.5 mm) 93.2
#4 (4.75 mm) 89.5
#10 (2.00 mm) 82.0
#20 (850 um) 77.3
#40 (425 um) 69.1
#60 (250 um) 57.1
#100 (150 um) 41.2
#200 (75 um) 26.5
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
STEVE ADAMSKY
C. FERN
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 7/5/2018 14:23Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS18-0105
8208-40
6/12/2018
C. FERN
6/19/2018Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 13.0 0.036376 12.5
5 min 69. 12.0 0.023087 10.8
15 min 69. 11.5 0.013329 10.0
30 min 69. 11.0 0.009491 9.2
60 min 69. 10.0 0.006757 7.6
250 min 69. 9.5 0.003310 6.7
24 hr 69. 8.5 0.001393 5.1
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
5.8 Clay (Entire Sample)
20.7 Silt (Entire Sample)
73.5 S & G (Entire Sample)
7.1 Clay (Minus10)
25.2 Silt (Minus10)
67.7 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 35.32
Oven Dry + Can 35.25
Can 14.48
Corr. Factor 0.997
Weight 1 Weight 2Type
Plastic Limit
0
20
40
60
80
100
0.001 0.010 0.100 1.000 10.000 100.000
Particle Size (mm)
% F
iner
Th
an
Percent Finer
Page 2 of 2 7/5/2018 14:23Ver.# 1
7/5/2018 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS18-0106Sample ID:
Project Number:
T.H. Number:
Submitted By:
Proj. Engineer:
Tests Required:
Sample Taken From:
Depth (ft.):
Field ID:
Field Classification:
Date Sampled:
Date Received:
8208-40
95
C. FERN
STEVE ADAMSKY
6/12/2018
6/19/2018
7030
FIELD
G
7.5-10.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) SL
Clay (Entire Sample) 5.9
Silt (Entire Sample) 29.0
S & G (Entire Sample) 65.1
Mn\DOT Class (Minus 10) SL
Clay (Minus10) 7.3
Silt (Minus10) 35.7
Sand (Minus10) 57
Percent PassingSieve Size
Sieves
2" (50 mm) 100.0
1" (25.0 mm) 100.0
3/4" (19.0 mm) 100.0
3/8" (9.5 mm) 99.0
#4 (4.75 mm) 92.8
#10 (2.00 mm) 81.2
#20 (850 um) 69.1
#40 (425 um) 60.9
#60 (250 um) 55.1
#100 (150 um) 47.1
#200 (75 um) 34.9
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
STEVE ADAMSKY
C. FERN
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 7/5/2018 14:36Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS18-0106
8208-40
6/12/2018
C. FERN
6/19/2018Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 17.0 0.035468 18.9
5 min 69. 14.5 0.022843 14.8
15 min 69. 13.0 0.013283 12.4
30 min 69. 12.0 0.009425 10.8
60 min 69. 11.0 0.006711 9.1
250 min 69. 9.0 0.003322 5.9
24 hr 69. 9.0 0.001384 5.9
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
5.9 Clay (Entire Sample)
29.0 Silt (Entire Sample)
65.1 S & G (Entire Sample)
7.3 Clay (Minus10)
35.7 Silt (Minus10)
57 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 36.46
Oven Dry + Can 36.38
Can 14.56
Corr. Factor 0.996
Weight 1 Weight 2Type
Plastic Limit
0
20
40
60
80
100
0.001 0.010 0.100 1.000 10.000 100.000
Particle Size (mm)
% F
iner
Th
an
Percent Finer
Page 2 of 2 7/5/2018 14:36Ver.# 1
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