test report on sample of subsoil - dot.state.mn.us · silt (minus10) 7 sand (minus10) 88.3 content...
TRANSCRIPT
8/1/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0207
0208-157
65
K. TURNER
AMIR AZARSHIN
6/13/2017
6/22/2017
7112
MEDIAN
G
.75-6.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) LFS
Clay (Entire Sample) 4.7
Silt (Entire Sample) 7.0
S & G (Entire Sample) 88.3
Mn\DOT Class (Minus 10) LS
Clay (Minus10) 4.7
Silt (Minus10) 7
Sand (Minus10) 88.3
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) 99.8
#20 (850 um) 99.3
#40 (425 um) 95.3
#60 (250 um) 72.3
#100 (150 um) 37.0
#200 (75 um) 11.7
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 8/1/2017 8:33Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0207
0208-157 6/13/2017
K. TURNER
6/22/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 8.0 0.037386 6.3
5 min 69. 8.0 0.023645 6.3
15 min 69. 8.0 0.013652 6.3
30 min 69. 8.0 0.009653 6.3
60 min 69. 8.0 0.006826 6.3
250 min 69. 7.5 0.003344 5.3
24 hr 69. 7.0 0.001403 4.3
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
4.7 Clay (Entire Sample)
7.0 Silt (Entire Sample)
88.3 S & G (Entire Sample)
4.7 Clay (Minus10)
7 Silt (Minus10)
88.3 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 36.68
Oven Dry + Can 36.57
Can 14.47
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 8/1/2017 8:33Ver.# 1
8/21/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0230
0208-157
65
K. TURNER
AMIR AZARSHIN
6/21/2017
6/28/2017
7034
MEDIAN
G, ORG
.5-5
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) SL
Clay (Entire Sample) 7.7
Silt (Entire Sample) 30.4
S & G (Entire Sample) 61.9
Mn\DOT Class (Minus 10) SL
Clay (Minus10) 7.7
Silt (Minus10) 30.4
Sand (Minus10) 61.9
Percent Organic 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) 100.0
#4 (4.75 mm) 100.0
#10 (2.00 mm) 100.0
#20 (850 um) 70.5
#40 (425 um) 62.7
#60 (250 um) 56.2
#100 (150 um) 45.3
#200 (75 um) 38.1
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038, 1150
Page 1 of 2 8/21/2017 13:49Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0230
0208-157 6/21/2017
K. TURNER
6/28/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 17.0 0.035468 24.0
5 min 69. 15.5 0.022597 20.8
15 min 69. 14.0 0.013189 17.6
30 min 69. 13.0 0.009392 15.4
60 min 69. 12.0 0.006665 13.3
250 min 69. 10.0 0.003310 8.9
24 hr 69. 9.0 0.001384 6.8
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
7.7 Clay (Entire Sample)
30.4 Silt (Entire Sample)
61.9 S & G (Entire Sample)
7.7 Clay (Minus10)
30.4 Silt (Minus10)
61.9 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 27.31
Oven Dry + Can 26.36
Can 14.33
Corr. Factor 0.927
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 8/21/2017 13:49Ver.# 1
8/23/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0235
0208-157
65
K. TURNER
AMIR AZARSHIN
6/27/2017
7/11/2017
7035
MEDIAN
G, ORG
.33-1.5
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) FSL
Clay (Entire Sample) 13.2
Silt (Entire Sample) 24.6
S & G (Entire Sample) 62.2
Mn\DOT Class (Minus 10) SL
Clay (Minus10) 13.2
Silt (Minus10) 24.6
Sand (Minus10) 62.2
Percent Organic 12
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) 100.0
#20 (850 um) 99.8
#40 (425 um) 97.7
#60 (250 um) 83.5
#100 (150 um) 57.5
#200 (75 um) 37.8
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038, 1150
Page 1 of 2 8/23/2017 13:47Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0235
0208-157 6/27/2017
K. TURNER
7/11/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 18.0 0.035204 26.8
5 min 69. 17.0 0.022432 24.7
15 min 69. 16.0 0.013047 22.7
30 min 69. 15.0 0.009259 20.6
60 min 69. 14.0 0.006594 18.6
250 min 69. 12.5 0.003265 15.5
24 hr 69. 10.5 0.001379 11.4
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
13.2 Clay (Entire Sample)
24.6 Silt (Entire Sample)
62.2 S & G (Entire Sample)
13.2 Clay (Minus10)
24.6 Silt (Minus10)
62.2 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 30.55
Oven Dry + Can 30.16
Can 14.44
Corr. Factor 0.976
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 8/23/2017 13:47Ver.# 1
9/22/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0300
0208-157
65
K. TURNER
AMIR AZARSHIN
8/1/2017
8/15/2017
7039
INSLOPE
G
4.0-7.75
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) LFS
Clay (Entire Sample) 4.4
Silt (Entire Sample) 12.0
S & G (Entire Sample) 83.6
Mn\DOT Class (Minus 10) LS
Clay (Minus10) 4.4
Silt (Minus10) 12
Sand (Minus10) 83.6
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) 100.0
#4 (4.75 mm) 100.0
#10 (2.00 mm) 100.0
#20 (850 um) 99.5
#40 (425 um) 96.3
#60 (250 um) 85.4
#100 (150 um) 49.3
#200 (75 um) 16.4
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 9/22/2017 14:35Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0300
0208-157 8/1/2017
K. TURNER
8/15/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 9.0 0.037136 6.8
5 min 69. 9.0 0.023487 6.8
15 min 69. 8.5 0.013652 5.9
30 min 69. 8.5 0.009653 5.9
60 min 69. 8.0 0.006826 4.9
250 min 69. 8.0 0.003344 4.9
24 hr 69. 7.5 0.001393 4.0
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
4.4 Clay (Entire Sample)
12.0 Silt (Entire Sample)
83.6 S & G (Entire Sample)
4.4 Clay (Minus10)
12 Silt (Minus10)
83.6 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 33.65
Oven Dry + Can 33.57
Can 14.41
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 9/22/2017 14:35Ver.# 1
8/23/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0238
0208-157
65
K. TURNER
AMIR AZARSHIN
6/27/2017
7/11/2017
7040
MEDIAN
G, ORG
2.25-3.5
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) SL
Clay (Entire Sample) 8.8
Silt (Entire Sample) 39.2
S & G (Entire Sample) 52.0
Mn\DOT Class (Minus 10) SL
Clay (Minus10) 8.8
Silt (Minus10) 39.2
Sand (Minus10) 52
Percent Organic 28
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) 99.9
#20 (850 um) 97.8
#40 (425 um) 94.0
#60 (250 um) 83.2
#100 (150 um) 64.0
#200 (75 um) 48.0
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038, 1150
Page 1 of 2 8/23/2017 13:50Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0238
0208-157 6/27/2017
K. TURNER
7/11/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 21.0 0.034671 33.6
5 min 69. 19.0 0.022181 29.4
15 min 69. 15.5 0.013047 22.1
30 min 69. 13.5 0.009326 17.9
60 min 69. 12.0 0.006665 14.8
250 min 69. 10.0 0.003310 10.6
24 hr 69. 8.5 0.001393 7.5
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
8.8 Clay (Entire Sample)
39.2 Silt (Entire Sample)
52.0 S & G (Entire Sample)
8.8 Clay (Minus10)
39.2 Silt (Minus10)
52 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 26.59
Oven Dry + Can 26.05
Can 14.43
Corr. Factor 0.956
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 8/23/2017 13:50Ver.# 1
8/23/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0237
0208-157
65
K. TURNER
AMIR AZARSHIN
6/27/2017
7/11/2017
7040
MEDIAN
G, ORG
3.5-5.5
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) SiL
Clay (Entire Sample) 10.8
Silt (Entire Sample) 61.8
S & G (Entire Sample) 27.4
Mn\DOT Class (Minus 10) SiL
Clay (Minus10) 10.8
Silt (Minus10) 61.8
Sand (Minus10) 27.4
Percent Organic 33
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) 100.0
#20 (850 um) 97.8
#40 (425 um) 94.0
#60 (250 um) 89.7
#100 (150 um) 82.4
#200 (75 um) 72.6
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038, 1150
Page 1 of 2 8/23/2017 13:49Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0237
0208-157 6/27/2017
K. TURNER
7/11/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 32.5 0.032161 59.1
5 min 69. 26.5 0.021149 46.5
15 min 69. 20.0 0.012709 32.8
30 min 69. 17.0 0.009158 26.5
60 min 69. 15.0 0.006547 22.3
250 min 69. 11.0 0.003288 13.9
24 hr 69. 8.5 0.001393 8.6
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
10.8 Clay (Entire Sample)
61.8 Silt (Entire Sample)
27.4 S & G (Entire Sample)
10.8 Clay (Minus10)
61.8 Silt (Minus10)
27.4 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 23.96
Oven Dry + Can 23.49
Can 14.31
Corr. Factor 0.951
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 8/23/2017 13:49Ver.# 1
8/23/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0236
0208-157
65
K. TURNER
AMIR AZARSHIN
6/27/2017
7/11/2017
7040
MEDIAN
G, ORG
9.0-13.25
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) SiL
Clay (Entire Sample) 11.3
Silt (Entire Sample) 65.3
S & G (Entire Sample) 23.4
Mn\DOT Class (Minus 10) SiL
Clay (Minus10) 11.3
Silt (Minus10) 65.3
Sand (Minus10) 23.4
Percent Organic 20
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) 100.0
#20 (850 um) 99.7
#40 (425 um) 95.1
#60 (250 um) 91.1
#100 (150 um) 85.2
#200 (75 um) 76.6
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038, 1150
Page 1 of 2 8/23/2017 13:48Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0236
0208-157 6/27/2017
K. TURNER
7/11/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 29.5 0.032593 51.9
5 min 69. 25.0 0.021324 42.6
15 min 69. 20.0 0.012709 32.3
30 min 69. 17.0 0.009158 26.1
60 min 69. 15.0 0.006547 21.9
250 min 69. 11.0 0.003288 13.7
24 hr 69. 9.0 0.001384 9.5
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
11.3 Clay (Entire Sample)
65.3 Silt (Entire Sample)
23.4 S & G (Entire Sample)
11.3 Clay (Minus10)
65.3 Silt (Minus10)
23.4 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 22.13
Oven Dry + Can 21.88
Can 14.47
Corr. Factor 0.967
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 8/23/2017 13:48Ver.# 1
9/8/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0254
0208-157
65
K. TURNER
AMIR AZARSHIN
7/24/2017
7/25/2017
7041
MEDIAN
G, ORG
.5-7.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) SL
Clay (Entire Sample) 11.7
Silt (Entire Sample) 33.8
S & G (Entire Sample) 54.5
Mn\DOT Class (Minus 10) SL
Clay (Minus10) 11.7
Silt (Minus10) 33.8
Sand (Minus10) 54.5
Percent Organic 62
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) 100.0
#20 (850 um) 77.0
#40 (425 um) 62.9
#60 (250 um) 55.9
#100 (150 um) 50.6
#200 (75 um) 45.5
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038, 1150
Page 1 of 2 9/8/2017 10:33Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0254
0208-157 7/24/2017
K. TURNER
7/25/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 31.0 0.032305 55.7
5 min 69. 27.0 0.021061 46.8
15 min 69. 22.5 0.012561 36.9
30 min 69. 19.5 0.008987 30.2
60 min 69. 16.0 0.006523 22.5
250 min 69. 12.0 0.003265 13.6
24 hr 69. 10.5 0.001379 10.3
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
11.7 Clay (Entire Sample)
33.8 Silt (Entire Sample)
54.5 S & G (Entire Sample)
11.7 Clay (Minus10)
33.8 Silt (Minus10)
54.5 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 23.62
Oven Dry + Can 22.50
Can 14.48
Corr. Factor 0.877
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 9/8/2017 10:33Ver.# 1
9/22/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0301
0208-157
65
K. TURNER
AMIR AZARSHIN
8/1/2017
8/15/2017
7044
INSLOPE
G
4.5-9.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) LFS
Clay (Entire Sample) 3.1
Silt (Entire Sample) 7.2
S & G (Entire Sample) 89.8
Mn\DOT Class (Minus 10) LS
Clay (Minus10) 3.1
Silt (Minus10) 7.2
Sand (Minus10) 89.8
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) 100.0
#10 (2.00 mm) 100.0
#20 (850 um) 100.0
#40 (425 um) 99.4
#60 (250 um) 88.9
#100 (150 um) 44.2
#200 (75 um) 10.2
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 9/22/2017 14:36Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0301
0208-157 8/1/2017
K. TURNER
8/15/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 7.0 0.037635 3.1
5 min 69. 7.0 0.023802 3.1
15 min 69. 7.0 0.013742 3.1
30 min 69. 7.0 0.009717 3.1
60 min 69. 7.0 0.006871 3.1
250 min 69. 7.0 0.003366 3.1
24 hr 69. 7.0 0.001403 3.1
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
3.1 Clay (Entire Sample)
7.2 Silt (Entire Sample)
89.8 S & G (Entire Sample)
3.1 Clay (Minus10)
7.2 Silt (Minus10)
89.8 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 32.80
Oven Dry + Can 32.73
Can 14.28
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 9/22/2017 14:36Ver.# 1
9/14/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0273
0208-157
65
K. TURNER
AMIR AZARSHIN
7/27/2017
8/3/2017
7045
MEDIAN
G, ORG
1.75-9.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) CrS
Mn\DOT Class (Minus 10) S
Percent Organic 62
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) 98.1
#10 (2.00 mm) 75.9
Test Comments: Unable to process fine gradation due to high organic content.
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038, 1150
Page 1 of 2 9/14/2017 10:26Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0273
0208-157 7/27/2017
K. TURNER
8/3/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 27.0 33.1
5 min 69. 24.0 28.5
15 min 69. 20.5 23.1
30 min 69. 18.0 19.3
60 min 69. 15.0 14.7
250 min 69. 11.5 9.3
24 hr 69. 10.0 7.0
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 23.78
Oven Dry + Can 22.83
Can 14.11
Corr. Factor 0.902
Weight 1 Weight 2Type
Plastic Limit
72
76
80
84
88
92
96
100
1.000 10.000 100.000
Particle Size (mm)
% F
iner
Th
an
Percent Finer
Page 2 of 2 9/14/2017 10:26Ver.# 1
9/14/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0274
0208-157
65
K. TURNER
AMIR AZARSHIN
7/27/2017
8/3/2017
7045
MEDIAN
G
9-14
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) SiL
Clay (Entire Sample) 10.7
Silt (Entire Sample) 73.8
S & G (Entire Sample) 15.5
Mn\DOT Class (Minus 10) SiL
Clay (Minus10) 10.7
Silt (Minus10) 73.9
Sand (Minus10) 15.3
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) 99.0
#40 (425 um) 93.7
#60 (250 um) 90.7
#100 (150 um) 87.6
#200 (75 um) 84.5
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 9/14/2017 10:28Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0274
0208-157 7/27/2017
K. TURNER
8/3/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 38.0 0.030678 65.1
5 min 69. 34.0 0.019970 57.2
15 min 69. 28.0 0.012057 45.4
30 min 69. 22.5 0.008882 34.6
60 min 69. 16.0 0.006523 21.9
250 min 69. 12.0 0.003265 14.0
24 hr 69. 9.0 0.001384 8.1
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
10.7 Clay (Entire Sample)
73.8 Silt (Entire Sample)
15.5 S & G (Entire Sample)
10.7 Clay (Minus10)
73.9 Silt (Minus10)
15.3 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 21.72
Oven Dry + Can 21.56
Can 14.18
Corr. Factor 0.979
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 9/14/2017 10:28Ver.# 1
9/19/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0275
0208-157
65
K. TURNER
AMIR AZARSHIN
7/27/2017
8/3/2017
7048
MEDIAN
G, ORG
5.5-10.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) SL
Clay (Entire Sample) 7.6
Silt (Entire Sample) 33.3
S & G (Entire Sample) 59.1
Mn\DOT Class (Minus 10) SL
Clay (Minus10) 7.6
Silt (Minus10) 33.3
Sand (Minus10) 59.1
Percent Organic 48
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) 100.0
#20 (850 um) 96.6
#40 (425 um) 87.5
#60 (250 um) 74.5
#100 (150 um) 57.8
#200 (75 um) 40.9
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038, 1150
Page 1 of 2 9/19/2017 15:07Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0275
0208-157 7/27/2017
K. TURNER
8/3/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 17.0 0.035468 27.1
5 min 69. 15.5 0.022597 23.9
15 min 69. 13.0 0.013283 18.5
30 min 69. 12.0 0.009425 16.4
60 min 69. 10.0 0.006757 12.1
250 min 69. 8.5 0.003344 8.8
24 hr 69. 7.5 0.001393 6.7
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
7.6 Clay (Entire Sample)
33.3 Silt (Entire Sample)
59.1 S & G (Entire Sample)
7.6 Clay (Minus10)
33.3 Silt (Minus10)
59.1 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 23.89
Oven Dry + Can 23.19
Can 14.56
Corr. Factor 0.925
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 9/19/2017 15:07Ver.# 1
8/23/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0239
0208-157
65
K. TURNER
AMIR AZARSHIN
6/27/2017
7/11/2017
7052
MEDIAN
G
2.0-4.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) LFS
Clay (Entire Sample) 6.1
Silt (Entire Sample) 6.7
S & G (Entire Sample) 87.3
Mn\DOT Class (Minus 10) LS
Clay (Minus10) 6.1
Silt (Minus10) 6.7
Sand (Minus10) 87.3
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) 99.9
#20 (850 um) 99.1
#40 (425 um) 95.3
#60 (250 um) 70.9
#100 (150 um) 34.9
#200 (75 um) 12.7
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 8/23/2017 13:51Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0239
0208-157 6/27/2017
K. TURNER
7/11/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 9.0 0.037136 9.3
5 min 69. 9.0 0.023487 9.3
15 min 69. 8.5 0.013652 8.3
30 min 69. 8.0 0.009653 7.3
60 min 69. 8.0 0.006826 7.3
250 min 69. 8.0 0.003344 7.3
24 hr 69. 7.0 0.001403 5.2
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
6.1 Clay (Entire Sample)
6.7 Silt (Entire Sample)
87.3 S & G (Entire Sample)
6.1 Clay (Minus10)
6.7 Silt (Minus10)
87.3 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 35.53
Oven Dry + Can 35.39
Can 14.37
Corr. Factor 0.993
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 8/23/2017 13:51Ver.# 1
7/14/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0204
0208-157
65
K. TURNER
AMIR AZARSHIN
6/7/2017
6/14/2017
7058
INSLOPE
G
4.5-6.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) SiL
Clay (Entire Sample) 8.1
Silt (Entire Sample) 66.1
S & G (Entire Sample) 25.8
Mn\DOT Class (Minus 10) SiL
Clay (Minus10) 8.1
Silt (Minus10) 66.2
Sand (Minus10) 25.7
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) 99.9
#20 (850 um) 99.9
#40 (425 um) 99.9
#60 (250 um) 99.8
#100 (150 um) 99.0
#200 (75 um) 74.2
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 7/14/2017 11:10Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0204
0208-157 6/7/2017
K. TURNER
6/14/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 15.5 0.035730 20.4
5 min 69. 14.0 0.022843 17.3
15 min 69. 12.5 0.013329 14.3
30 min 69. 12.0 0.009425 13.3
60 min 69. 11.0 0.006711 11.3
250 min 69. 10.0 0.003310 9.3
24 hr 69. 9.0 0.001384 7.3
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
8.1 Clay (Entire Sample)
66.1 Silt (Entire Sample)
25.8 S & G (Entire Sample)
8.1 Clay (Minus10)
66.2 Silt (Minus10)
25.7 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 30.82
Oven Dry + Can 30.69
Can 14.38
Corr. Factor 0.992
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 7/14/2017 11:10Ver.# 1
7/26/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0205
0208-157
65
K. TURNER
AMIR AZARSHIN
6/7/2017
6/14/2017
7062
INSLOPE
G, ORG
4-9.5
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) L
Clay (Entire Sample) 8.9
Silt (Entire Sample) 41.6
S & G (Entire Sample) 49.4
Mn\DOT Class (Minus 10) L
Clay (Minus10) 9.3
Silt (Minus10) 43.3
Sand (Minus10) 47.3
Percent Organic 48
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) 96.0
#20 (850 um) 93.8
#40 (425 um) 87.4
#60 (250 um) 80.7
#100 (150 um) 67.3
#200 (75 um) 50.6
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038, 1150
Page 1 of 2 7/26/2017 15:04Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0205
0208-157 6/7/2017
K. TURNER
6/14/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 20.0 0.034805 29.5
5 min 69. 18.0 0.022265 25.3
15 min 69. 15.5 0.013047 20.1
30 min 69. 14.5 0.009326 18.0
60 min 69. 13.5 0.006594 15.9
250 min 69. 11.0 0.003288 10.7
24 hr 69. 9.5 0.001379 7.6
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
8.9 Clay (Entire Sample)
41.6 Silt (Entire Sample)
49.4 S & G (Entire Sample)
9.3 Clay (Minus10)
43.3 Silt (Minus10)
47.3 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 27.65
Oven Dry + Can 26.60
Can 14.32
Corr. Factor 0.921
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 7/26/2017 15:04Ver.# 1
7/14/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0192
0208-157
65
K. TURNER
AMIR AZARSHIN
5/31/2017
6/6/2017
7063
INSLOPE
G, ORG
2.5-3.5
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) FSL
Clay (Entire Sample) 8.7
Silt (Entire Sample) 19.4
S & G (Entire Sample) 71.9
Mn\DOT Class (Minus 10) SL
Clay (Minus10) 8.7
Silt (Minus10) 19.4
Sand (Minus10) 71.8
Percent Organic 4
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) 99.3
#40 (425 um) 97.0
#60 (250 um) 81.8
#100 (150 um) 50.4
#200 (75 um) 28.1
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038, 1150
Page 1 of 2 7/14/2017 10:57Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0192
0208-157 5/31/2017
K. TURNER
6/6/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 14.0 0.036119 17.4
5 min 69. 13.5 0.022843 16.4
15 min 69. 13.0 0.013283 15.4
30 min 69. 12.0 0.009425 13.3
60 min 69. 12.0 0.006665 13.3
250 min 69. 10.0 0.003310 9.3
24 hr 69. 9.5 0.001379 8.3
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
8.7 Clay (Entire Sample)
19.4 Silt (Entire Sample)
71.9 S & G (Entire Sample)
8.7 Clay (Minus10)
19.4 Silt (Minus10)
71.8 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 31.89
Oven Dry + Can 31.68
Can 14.42
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 7/14/2017 10:57Ver.# 1
9/8/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0255
0208-157
65
K. TURNER
AMIR AZARSHIN
7/24/2017
7/25/2017
7064P
MEDIAN
G, ORG
5.5-9.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) FSL
Clay (Entire Sample) 5.8
Silt (Entire Sample) 24.0
S & G (Entire Sample) 70.2
Mn\DOT Class (Minus 10) SL
Clay (Minus10) 5.8
Silt (Minus10) 24
Sand (Minus10) 70.2
Percent Organic 14
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) 100.0
#20 (850 um) 99.0
#40 (425 um) 92.0
#60 (250 um) 76.4
#100 (150 um) 48.2
#200 (75 um) 29.8
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038, 1150
Page 1 of 2 9/8/2017 10:35Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0255
0208-157 7/24/2017
K. TURNER
7/25/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 15.0 0.035860 18.6
5 min 69. 13.5 0.022843 15.6
15 min 69. 11.0 0.013422 10.5
30 min 69. 10.0 0.009556 8.4
60 min 69. 10.0 0.006757 8.4
250 min 69. 9.0 0.003322 6.4
24 hr 69. 8.5 0.001393 5.4
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
5.8 Clay (Entire Sample)
24.0 Silt (Entire Sample)
70.2 S & G (Entire Sample)
5.8 Clay (Minus10)
24 Silt (Minus10)
70.2 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 27.70
Oven Dry + Can 27.33
Can 14.37
Corr. Factor 0.972
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 9/8/2017 10:35Ver.# 1
9/8/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0256
0208-157
65
K. TURNER
AMIR AZARSHIN
7/24/2017
7/25/2017
7065
MEDIAN
G
.50-1.25
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) LFS
Clay (Entire Sample) 4.9
Silt (Entire Sample) 11.6
S & G (Entire Sample) 83.6
Mn\DOT Class (Minus 10) LS
Clay (Minus10) 5
Silt (Minus10) 11.8
Sand (Minus10) 83.3
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) 98.4
#20 (850 um) 96.0
#40 (425 um) 91.2
#60 (250 um) 76.8
#100 (150 um) 40.8
#200 (75 um) 16.4
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 9/8/2017 10:36Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0256
0208-157 7/24/2017
K. TURNER
7/25/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 9.0 0.037136 7.9
5 min 69. 8.5 0.023645 7.1
15 min 69. 8.0 0.013652 6.2
30 min 69. 8.0 0.009653 6.2
60 min 68. 8.0 0.006826 6.1
250 min 69. 7.5 0.003344 5.3
24 hr 69. 7.0 0.001403 4.5
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
4.9 Clay (Entire Sample)
11.6 Silt (Entire Sample)
83.6 S & G (Entire Sample)
5 Clay (Minus10)
11.8 Silt (Minus10)
83.3 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 34.34
Oven Dry + Can 34.19
Can 14.37
Corr. Factor 0.992
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 9/8/2017 10:36Ver.# 1
9/8/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0257
0208-157
65
K. TURNER
AMIR AZARSHIN
7/24/2017
7/25/2017
7065
MEDIAN
G
1.25-3.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) LFS
Clay (Entire Sample) 4.9
Silt (Entire Sample) 12.7
S & G (Entire Sample) 82.4
Mn\DOT Class (Minus 10) LS
Clay (Minus10) 4.9
Silt (Minus10) 12.7
Sand (Minus10) 82.4
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) 100.0
#20 (850 um) 100.0
#40 (425 um) 98.9
#60 (250 um) 75.3
#100 (150 um) 45.0
#200 (75 um) 17.6
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 9/8/2017 10:39Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0257
0208-157 7/24/2017
K. TURNER
7/25/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 9.0 0.037136 6.8
5 min 69. 9.0 0.023487 6.8
15 min 69. 8.5 0.013652 5.9
30 min 69. 8.5 0.009653 5.9
60 min 68. 8.5 0.006826 5.7
250 min 69. 8.0 0.003344 4.9
24 hr 69. 8.0 0.001393 4.9
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
4.9 Clay (Entire Sample)
12.7 Silt (Entire Sample)
82.4 S & G (Entire Sample)
4.9 Clay (Minus10)
12.7 Silt (Minus10)
82.4 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 33.65
Oven Dry + Can 33.53
Can 14.35
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 9/8/2017 10:39Ver.# 1
9/8/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0258
0208-157
65
K. TURNER
AMIR AZARSHIN
7/24/2017
7/25/2017
7065
MEDIAN
G
3.0-6.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) FS
Clay (Entire Sample) 2.8
Silt (Entire Sample) 3.3
S & G (Entire Sample) 93.9
Mn\DOT Class (Minus 10) S
Clay (Minus10) 2.8
Silt (Minus10) 3.3
Sand (Minus10) 93.9
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) 100.0
#20 (850 um) 100.0
#40 (425 um) 97.3
#60 (250 um) 61.0
#100 (150 um) 18.5
#200 (75 um) 6.1
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 9/8/2017 10:44Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0258
0208-157 7/24/2017
K. TURNER
7/25/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 7.0 0.037635 2.8
5 min 69. 7.0 0.023802 2.8
15 min 69. 7.0 0.013742 2.8
30 min 69. 7.0 0.009717 2.9
60 min 69. 7.0 0.006871 2.7
250 min 69. 7.0 0.003366 2.8
24 hr 69. 7.0 0.001403 2.8
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
2.8 Clay (Entire Sample)
3.3 Silt (Entire Sample)
93.9 S & G (Entire Sample)
2.8 Clay (Minus10)
3.3 Silt (Minus10)
93.9 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 32.31
Oven Dry + Can 32.21
Can 14.07
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 9/8/2017 10:44Ver.# 1
9/8/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0259
0208-157
65
K. TURNER
AMIR AZARSHIN
7/24/2017
7/25/2017
7065
MEDIAN
G
6-9
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) FS
Clay (Entire Sample) 4.0
Silt (Entire Sample) 1.9
S & G (Entire Sample) 94.1
Mn\DOT Class (Minus 10) S
Clay (Minus10) 4
Silt (Minus10) 1.9
Sand (Minus10) 94.1
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) 100.0
#20 (850 um) 100.0
#40 (425 um) 99.7
#60 (250 um) 76.8
#100 (150 um) 18.2
#200 (75 um) 5.9
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 9/8/2017 10:48Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0259
0208-157 7/24/2017
K. TURNER
7/25/2017Sample 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)
1.9 Silt (Entire Sample)
94.1 S & G (Entire Sample)
4 Clay (Minus10)
1.9 Silt (Minus10)
94.1 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 36.34
Oven Dry + Can 36.27
Can 14.39
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 9/8/2017 10:48Ver.# 1
9/22/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0302
0208-157
65
K. TURNER
AMIR AZARSHIN
7/27/2017
8/15/2017
7066P
MEDIAN
G
3-7.
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) LFS
Clay (Entire Sample) 3.6
Silt (Entire Sample) 7.9
S & G (Entire Sample) 88.4
Mn\DOT Class (Minus 10) LS
Clay (Minus10) 3.6
Silt (Minus10) 7.9
Sand (Minus10) 88.4
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) 99.9
#20 (850 um) 99.9
#40 (425 um) 97.8
#60 (250 um) 51.1
#100 (150 um) 28.0
#200 (75 um) 11.6
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 9/22/2017 14:37Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0302
0208-157 7/27/2017
K. TURNER
8/15/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 8.0 0.037386 6.2
5 min 69. 8.0 0.023645 6.2
15 min 69. 8.0 0.013652 6.2
30 min 69. 7.5 0.009653 5.2
60 min 69. 7.5 0.006826 5.2
250 min 69. 7.0 0.003366 4.2
24 hr 69. 6.5 0.001407 3.2
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
3.6 Clay (Entire Sample)
7.9 Silt (Entire Sample)
88.4 S & G (Entire Sample)
3.6 Clay (Minus10)
7.9 Silt (Minus10)
88.4 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 33.76
Oven Dry + Can 33.69
Can 14.36
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 9/22/2017 14:37Ver.# 1
9/8/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0260
0208-157
65
K. TURNER
AMIR AZARSHIN
7/24/2017
7/25/2017
7067
MEDIAN
G
.5-3.5
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) FS
Clay (Entire Sample) 2.5
Silt (Entire Sample) 2.5
S & G (Entire Sample) 95.0
Mn\DOT Class (Minus 10) S
Clay (Minus10) 2.5
Silt (Minus10) 2.5
Sand (Minus10) 95
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) 100.0
#20 (850 um) 100.0
#40 (425 um) 98.0
#60 (250 um) 47.4
#100 (150 um) 13.4
#200 (75 um) 5.0
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 9/8/2017 10:49Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0260
0208-157 7/24/2017
K. TURNER
7/25/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 6.5 0.037758 3.9
5 min 69. 6.5 0.023880 3.9
15 min 69. 6.5 0.013787 3.9
30 min 69. 6.5 0.009749 3.9
60 min 69. 6.5 0.006894 4.0
250 min 69. 6.0 0.003377 2.9
24 hr 69. 5.5 0.001407 2.1
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
2.5 Clay (Entire Sample)
2.5 Silt (Entire Sample)
95.0 S & G (Entire Sample)
2.5 Clay (Minus10)
2.5 Silt (Minus10)
95 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 32.65
Oven Dry + Can 32.55
Can 14.48
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 9/8/2017 10:49Ver.# 1
9/8/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0261
0208-157
65
K. TURNER
AMIR AZARSHIN
7/24/2017
7/25/2017
7067
MEDIAN
G
3.5-9
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) FS
Clay (Entire Sample) 3.1
Silt (Entire Sample) 1.2
S & G (Entire Sample) 95.6
Mn\DOT Class (Minus 10) S
Clay (Minus10) 3.1
Silt (Minus10) 1.2
Sand (Minus10) 95.6
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) 100.0
#4 (4.75 mm) 100.0
#10 (2.00 mm) 100.0
#20 (850 um) 100.0
#40 (425 um) 99.7
#60 (250 um) 77.9
#100 (150 um) 14.2
#200 (75 um) 4.4
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 9/8/2017 10:50Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0261
0208-157 7/24/2017
K. TURNER
7/25/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 6.5 0.037758 3.1
5 min 69. 6.5 0.023880 3.1
15 min 69. 6.5 0.013787 3.2
30 min 70. 6.5 0.009749 3.2
60 min 69. 6.5 0.006894 3.0
250 min 69. 6.5 0.003377 3.2
24 hr 69. 6.5 0.001407 3.1
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
3.1 Clay (Entire Sample)
1.2 Silt (Entire Sample)
95.6 S & G (Entire Sample)
3.1 Clay (Minus10)
1.2 Silt (Minus10)
95.6 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 37.35
Oven Dry + Can 37.31
Can 14.46
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 9/8/2017 10:50Ver.# 1
9/19/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0276
0208-157
65
K. TURNER
AMIR AZARSHIN
7/27/2017
8/3/2017
7070
MEDIAN
G, ORG
.5-3.5
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) S&G
Mn\DOT Class (Minus 10) S
Percent Organic 66
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) 85.2
#10 (2.00 mm) 58.0
Test Comments: Unable to obtain fine gradation due to high organic content
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038, 1150
Page 1 of 1 9/19/2017 15:08Ver.# 1
9/22/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0303
0208-157
65
K. TURNER
AMIR AZARSHIN
7/27/2017
8/15/2017
7070
INSLOPE
G
5.5-6.5
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) SiL
Clay (Entire Sample) 6.6
Silt (Entire Sample) 55.0
S & G (Entire Sample) 38.4
Mn\DOT Class (Minus 10) SiL
Clay (Minus10) 6.6
Silt (Minus10) 55
Sand (Minus10) 38.4
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) 100.0
#20 (850 um) 99.4
#40 (425 um) 93.5
#60 (250 um) 81.4
#100 (150 um) 68.5
#200 (75 um) 61.6
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 9/22/2017 14:38Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0303
0208-157 7/27/2017
K. TURNER
8/15/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 29.0 0.032735 48.5
5 min 69. 24.5 0.021498 39.5
15 min 69. 18.0 0.012855 26.4
30 min 69. 14.5 0.009326 19.4
60 min 69. 11.0 0.006711 12.4
250 min 69. 9.0 0.003322 8.3
24 hr 69. 7.5 0.001393 5.3
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
6.6 Clay (Entire Sample)
55.0 Silt (Entire Sample)
38.4 S & G (Entire Sample)
6.6 Clay (Minus10)
55 Silt (Minus10)
38.4 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 23.32
Oven Dry + Can 23.15
Can 14.54
Corr. Factor 0.981
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 9/22/2017 14:38Ver.# 1
9/22/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0304
0208-157
65
K. TURNER
AMIR AZARSHIN
7/27/2017
8/15/2017
7070
INSLOPE
G
6.5-9.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) LFS
Clay (Entire Sample) 3.1
Silt (Entire Sample) 15.1
S & G (Entire Sample) 81.9
Mn\DOT Class (Minus 10) LS
Clay (Minus10) 3.1
Silt (Minus10) 15.1
Sand (Minus10) 81.9
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) 99.9
#20 (850 um) 99.9
#40 (425 um) 99.4
#60 (250 um) 95.9
#100 (150 um) 59.4
#200 (75 um) 18.1
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 9/22/2017 14:39Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0304
0208-157 7/27/2017
K. TURNER
8/15/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 7.5 0.037386 5.9
5 min 69. 7.0 0.023802 4.9
15 min 69. 7.0 0.013742 4.9
30 min 69. 7.0 0.009717 4.9
60 min 69. 7.0 0.006871 4.9
250 min 69. 6.0 0.003377 3.1
24 hr 69. 6.0 0.001407 3.1
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
3.1 Clay (Entire Sample)
15.1 Silt (Entire Sample)
81.9 S & G (Entire Sample)
3.1 Clay (Minus10)
15.1 Silt (Minus10)
81.9 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 34.99
Oven Dry + Can 34.92
Can 14.39
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 9/22/2017 14:39Ver.# 1
9/14/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0262
0208-157
65
K. TURNER
AMIR AZARSHIN
7/17/2017
7/25/2017
7071P
MEDIAN
G, ORG
.5-4.25
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) FSL
Clay (Entire Sample) 8.3
Silt (Entire Sample) 35.8
S & G (Entire Sample) 56.0
Mn\DOT Class (Minus 10) SL
Clay (Minus10) 8.3
Silt (Minus10) 35.8
Sand (Minus10) 56
Percent Organic 24
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) 100.0
#20 (850 um) 99.6
#40 (425 um) 96.3
#60 (250 um) 83.5
#100 (150 um) 61.7
#200 (75 um) 44.0
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038, 1150
Page 1 of 2 9/14/2017 10:03Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0262
0208-157 7/17/2017
K. TURNER
7/25/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 19.0 0.035071 30.0
5 min 69. 17.5 0.022265 26.9
15 min 69. 14.5 0.013189 20.7
30 min 69. 13.0 0.009392 17.7
60 min 69. 11.0 0.006711 13.6
250 min 69. 9.0 0.003322 9.5
24 hr 69. 8.0 0.001393 7.4
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
8.3 Clay (Entire Sample)
35.8 Silt (Entire Sample)
56.0 S & G (Entire Sample)
8.3 Clay (Minus10)
35.8 Silt (Minus10)
56 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 25.38
Oven Dry + Can 24.82
Can 13.96
Corr. Factor 0.951
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 9/14/2017 10:03Ver.# 1
9/14/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0263
0208-157
65
K. TURNER
AMIR AZARSHIN
7/17/2017
7/25/2017
7071P
MEDIAN
G, ORG
5-7
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) SL
Clay (Entire Sample) 7.1
Silt (Entire Sample) 34.7
S & G (Entire Sample) 58.2
Mn\DOT Class (Minus 10) SL
Clay (Minus10) 7.1
Silt (Minus10) 34.7
Sand (Minus10) 58.2
Percent Organic 58
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) 100.0
#20 (850 um) 96.2
#40 (425 um) 83.1
#60 (250 um) 68.8
#100 (150 um) 53.5
#200 (75 um) 41.8
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038, 1150
Page 1 of 2 9/14/2017 10:05Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0263
0208-157 7/17/2017
K. TURNER
7/25/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 18.0 0.035204 28.5
5 min 69. 16.5 0.022597 25.2
15 min 69. 14.0 0.013189 19.7
30 min 69. 12.5 0.009425 16.5
60 min 69. 10.5 0.006757 12.1
250 min 69. 8.5 0.003344 7.8
24 hr 69. 8.0 0.001393 6.7
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
7.1 Clay (Entire Sample)
34.7 Silt (Entire Sample)
58.2 S & G (Entire Sample)
7.1 Clay (Minus10)
34.7 Silt (Minus10)
58.2 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 24.27
Oven Dry + Can 23.24
Can 14.45
Corr. Factor 0.895
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 9/14/2017 10:05Ver.# 1
9/14/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0264
0208-157
65
K. TURNER
AMIR AZARSHIN
7/17/2017
7/25/2017
7071P
MEDIAN
G
7-14
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) SiL
Clay (Entire Sample) 11.2
Silt (Entire Sample) 60.7
S & G (Entire Sample) 28.1
Mn\DOT Class (Minus 10) SiL
Clay (Minus10) 11.2
Silt (Minus10) 60.7
Sand (Minus10) 28.1
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) 100.0
#20 (850 um) 98.7
#40 (425 um) 91.9
#60 (250 um) 85.3
#100 (150 um) 78.3
#200 (75 um) 71.9
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 9/14/2017 10:06Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0264
0208-157 7/17/2017
K. TURNER
7/25/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 30.5 0.032593 54.1
5 min 69. 26.0 0.021149 44.8
15 min 69. 21.0 0.012660 34.4
30 min 69. 18.0 0.009090 28.2
60 min 69. 15.5 0.006523 23.0
250 min 69. 11.5 0.003265 14.7
24 hr 69. 8.5 0.001393 8.5
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
11.2 Clay (Entire Sample)
60.7 Silt (Entire Sample)
28.1 S & G (Entire Sample)
11.2 Clay (Minus10)
60.7 Silt (Minus10)
28.1 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 23.03
Oven Dry + Can 22.72
Can 14.36
Corr. Factor 0.964
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 9/14/2017 10:06Ver.# 1
9/14/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0265
0208-157
65
K. TURNER
AMIR AZARSHIN
7/24/2017
7/25/2017
7074
MEDIAN
G, ORG
.5-3.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) SL
Clay (Entire Sample) 9.6
Silt (Entire Sample) 29.2
S & G (Entire Sample) 61.1
Mn\DOT Class (Minus 10) SL
Clay (Minus10) 9.6
Silt (Minus10) 29.3
Sand (Minus10) 60.9
Percent Organic 43
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) 99.6
#20 (850 um) 95.9
#40 (425 um) 88.5
#60 (250 um) 73.7
#100 (150 um) 53.1
#200 (75 um) 38.9
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038, 1150
Page 1 of 2 9/14/2017 10:07Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0265
0208-157 7/24/2017
K. TURNER
7/25/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 17.5 0.035204 25.8
5 min 69. 15.0 0.022680 20.4
15 min 69. 13.5 0.013189 17.3
30 min 69. 12.5 0.009425 15.1
60 min 69. 11.5 0.006665 13.0
250 min 69. 10.5 0.003310 10.9
24 hr 69. 9.5 0.001379 8.7
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
9.6 Clay (Entire Sample)
29.2 Silt (Entire Sample)
61.1 S & G (Entire Sample)
9.6 Clay (Minus10)
29.3 Silt (Minus10)
60.9 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 27.19
Oven Dry + Can 26.20
Can 14.43
Corr. Factor 0.922
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 9/14/2017 10:07Ver.# 1
9/14/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0266
0208-157
65
K. TURNER
AMIR AZARSHIN
7/24/2017
7/25/2017
7074
MEDIAN
G, ORG
3.0-5.5
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) CrS
Mn\DOT Class (Minus 10) S
Percent Organic 47
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) 100.0
Test Comments: Unable to obtain fine gradation due to high organic content
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038, 1150
Page 1 of 1 9/14/2017 10:10Ver.# 1
9/14/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0267
0208-157
65
K. TURNER
AMIR AZARSHIN
7/24/2017
7/25/2017
7074
MEDIAN
G, ORG
5.5-9.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) FSL
Clay (Entire Sample) 5.0
Silt (Entire Sample) 26.9
S & G (Entire Sample) 68.1
Mn\DOT Class (Minus 10) SL
Clay (Minus10) 5
Silt (Minus10) 26.9
Sand (Minus10) 68.1
Percent Organic 11
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) 100.0
#20 (850 um) 99.1
#40 (425 um) 94.4
#60 (250 um) 75.4
#100 (150 um) 45.4
#200 (75 um) 31.9
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038, 1150
Page 1 of 2 9/14/2017 10:11Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0267
0208-157 7/24/2017
K. TURNER
7/25/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 17.0 0.035468 24.3
5 min 69. 14.5 0.022843 19.3
15 min 69. 11.5 0.013329 13.2
30 min 69. 10.0 0.009556 10.2
60 min 69. 9.0 0.006780 8.2
250 min 69. 8.0 0.003344 6.2
24 hr 69. 7.0 0.001403 4.2
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
5.0 Clay (Entire Sample)
26.9 Silt (Entire Sample)
68.1 S & G (Entire Sample)
5 Clay (Minus10)
26.9 Silt (Minus10)
68.1 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 25.87
Oven Dry + Can 25.61
Can 14.51
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 9/14/2017 10:11Ver.# 1
7/14/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0190
0208-157
65
K. TURNER
AMIR AZARSHIN
5/25/2017
6/6/2017
7110
INSLOPE
G
.5-6
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) LFS
Clay (Entire Sample) 5.2
Silt (Entire Sample) 4.9
S & G (Entire Sample) 89.8
Mn\DOT Class (Minus 10) LS
Clay (Minus10) 5.2
Silt (Minus10) 4.9
Sand (Minus10) 89.8
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) 100.0
#10 (2.00 mm) 100.0
#20 (850 um) 99.9
#40 (425 um) 99.5
#60 (250 um) 87.1
#100 (150 um) 43.0
#200 (75 um) 10.2
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 7/14/2017 10:54Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0190
0208-157 5/25/2017
K. TURNER
6/6/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 8.5 0.037386 6.2
5 min 69. 8.5 0.023645 6.2
15 min 69. 8.0 0.013652 5.2
30 min 69. 8.0 0.009653 5.2
60 min 69. 8.0 0.006826 5.2
250 min 69. 8.0 0.003344 5.2
24 hr 69. 8.0 0.001393 5.2
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
5.2 Clay (Entire Sample)
4.9 Silt (Entire Sample)
89.8 S & G (Entire Sample)
5.2 Clay (Minus10)
4.9 Silt (Minus10)
89.8 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 36.38
Oven Dry + Can 36.28
Can 14.48
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 7/14/2017 10:54Ver.# 1
8/1/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0208
0208-157
65
K. TURNER
AMIR AZARSHIN
6/13/2017
6/22/2017
7118
SHOULDER
G, ORG
5-7.5
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) FSL
Clay (Entire Sample) 5.6
Silt (Entire Sample) 15.9
S & G (Entire Sample) 78.4
Mn\DOT Class (Minus 10) SL
Clay (Minus10) 5.6
Silt (Minus10) 16
Sand (Minus10) 78.2
Percent Organic 4
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) 99.3
#20 (850 um) 98.5
#40 (425 um) 95.8
#60 (250 um) 79.8
#100 (150 um) 45.6
#200 (75 um) 21.6
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038, 1150
Page 1 of 2 8/1/2017 8:34Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0208
0208-157 6/13/2017
K. TURNER
6/22/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 11.5 0.036504 12.3
5 min 69. 11.0 0.023248 11.3
15 min 69. 10.0 0.013514 9.3
30 min 69. 10.0 0.009556 9.3
60 min 69. 10.0 0.006757 9.3
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)
15.9 Silt (Entire Sample)
78.4 S & G (Entire Sample)
5.6 Clay (Minus10)
16 Silt (Minus10)
78.2 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 33.26
Oven Dry + Can 33.06
Can 14.34
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 8/1/2017 8:34Ver.# 1
7/14/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0191
0208-157
65
K. TURNER
AMIR AZARSHIN
6/1/2017
6/6/2017
7120
MEDIAN
G, ORG
.5-1.5
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) FSL
Clay (Entire Sample) 9.8
Silt (Entire Sample) 28.8
S & G (Entire Sample) 61.4
Mn\DOT Class (Minus 10) SL
Clay (Minus10) 9.8
Silt (Minus10) 28.8
Sand (Minus10) 61.4
Percent Organic 14
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) 100.0
#20 (850 um) 99.6
#40 (425 um) 97.2
#60 (250 um) 87.8
#100 (150 um) 62.2
#200 (75 um) 38.6
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038, 1150
Page 1 of 2 7/14/2017 10:56Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0191
0208-157 6/1/2017
K. TURNER
6/6/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 18.0 0.035204 28.2
5 min 69. 16.5 0.022597 25.1
15 min 69. 14.0 0.013189 19.9
30 min 69. 12.5 0.009425 16.8
60 min 69. 11.5 0.006665 14.7
250 min 69. 10.0 0.003310 11.6
24 hr 69. 8.5 0.001393 8.5
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
9.8 Clay (Entire Sample)
28.8 Silt (Entire Sample)
61.4 S & G (Entire Sample)
9.8 Clay (Minus10)
28.8 Silt (Minus10)
61.4 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 32.47
Oven Dry + Can 31.84
Can 14.78
Corr. Factor 0.964
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 7/14/2017 10:56Ver.# 1
6/22/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0171
0208-157
65
K. TURNER
AMIR AZARSHIN
5/15/2017
5/16/2017
7121
G, ORG
5-13
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) LFS
Clay (Entire Sample) 4.7
Silt (Entire Sample) 12.4
S & G (Entire Sample) 82.9
Mn\DOT Class (Minus 10) LS
Clay (Minus10) 4.7
Silt (Minus10) 12.4
Sand (Minus10) 82.9
Percent Organic 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) 100.0
#10 (2.00 mm) 100.0
#20 (850 um) 99.7
#40 (425 um) 97.8
#60 (250 um) 92.0
#100 (150 um) 55.2
#200 (75 um) 17.1
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038, 1150
Page 1 of 2 6/22/2017 8:58Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0171
0208-157 5/15/2017
K. TURNER
5/16/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 9.0 0.037136 7.3
5 min 69. 9.0 0.023487 7.3
15 min 69. 8.5 0.013652 6.3
30 min 69. 8.5 0.009653 6.3
60 min 69. 8.5 0.006826 6.3
250 min 69. 8.0 0.003344 5.3
24 hr 69. 7.5 0.001393 4.3
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
4.7 Clay (Entire Sample)
12.4 Silt (Entire Sample)
82.9 S & G (Entire Sample)
4.7 Clay (Minus10)
12.4 Silt (Minus10)
82.9 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 31.10
Oven Dry + Can 30.92
Can 14.63
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 6/22/2017 8:58Ver.# 1
7/26/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0195
0208-157
65
K. TURNER
AMIR AZARSHIN
6/6/2017
6/7/2017
7124
INSLOPE
G, ORG
3.25-9.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) CrS
Mn\DOT Class (Minus 10) S
Percent Organic 63
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) 100.0
Test Comments: 63 percent organic. Unable to run a Hydrometer.
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038, 1150
Page 1 of 1 7/26/2017 15:02Ver.# 1
8/1/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0209
0208-157
65
K. TURNER
AMIR AZARSHIN
6/19/2017
6/22/2017
7127
MEDIAN
G
3.5-6.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) LFS
Clay (Entire Sample) 5.7
Silt (Entire Sample) 4.6
S & G (Entire Sample) 89.7
Mn\DOT Class (Minus 10) LS
Clay (Minus10) 5.7
Silt (Minus10) 4.6
Sand (Minus10) 89.7
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) 99.9
#20 (850 um) 99.9
#40 (425 um) 99.3
#60 (250 um) 86.9
#100 (150 um) 39.8
#200 (75 um) 10.3
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 8/1/2017 8:38Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0209
0208-157 6/19/2017
K. TURNER
6/22/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 8.0 0.037386 7.3
5 min 69. 8.0 0.023645 7.3
15 min 69. 8.0 0.013652 7.3
30 min 69. 8.0 0.009653 7.3
60 min 69. 8.0 0.006826 7.3
250 min 69. 7.5 0.003344 6.3
24 hr 69. 7.0 0.001403 5.3
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
5.7 Clay (Entire Sample)
4.6 Silt (Entire Sample)
89.7 S & G (Entire Sample)
5.7 Clay (Minus10)
4.6 Silt (Minus10)
89.7 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 33.75
Oven Dry + Can 33.60
Can 14.28
Corr. Factor 0.992
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 8/1/2017 8:38Ver.# 1
9/14/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0268
0208-157
65
K. TURNER
AMIR AZARSHIN
6/26/2017
7/25/2017
7132
MEDIAN
G
3-6
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) LFS
Clay (Entire Sample) 7.0
Silt (Entire Sample) 12.9
S & G (Entire Sample) 80.1
Mn\DOT Class (Minus 10) LS
Clay (Minus10) 7
Silt (Minus10) 12.9
Sand (Minus10) 80.1
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) 100.0
#20 (850 um) 100.0
#40 (425 um) 99.9
#60 (250 um) 97.2
#100 (150 um) 67.0
#200 (75 um) 19.9
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 9/14/2017 10:12Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0268
0208-157 6/26/2017
K. TURNER
7/25/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 9.5 0.037011 10.2
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. 8.5 0.003344 8.2
24 hr 69. 7.5 0.001393 6.2
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
7.0 Clay (Entire Sample)
12.9 Silt (Entire Sample)
80.1 S & G (Entire Sample)
7 Clay (Minus10)
12.9 Silt (Minus10)
80.1 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 31.20
Oven Dry + Can 31.05
Can 14.08
Corr. Factor 0.991
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 9/14/2017 10:12Ver.# 1
8/1/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
Sample 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:
CO-SS17-0210
0208-157
65
K. TURNER
AMIR AZARSHIN
6/20/2017
6/22/2017
C-15A
DRIVING LANE
G
1-6
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) FSL
Clay (Entire Sample) 6.7
Silt (Entire Sample) 14.6
S & G (Entire Sample) 78.8
Mn\DOT Class (Minus 10) SL
Clay (Minus10) 6.7
Silt (Minus10) 14.6
Sand (Minus10) 78.8
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) 100.0
#10 (2.00 mm) 100.0
#20 (850 um) 99.9
#40 (425 um) 99.6
#60 (250 um) 94.7
#100 (150 um) 69.1
#200 (75 um) 21.2
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
AMIR AZARSHIN
K. TURNER
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 8/1/2017 8:44Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0210
0208-157 6/20/2017
K. TURNER
6/22/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 9.5 0.037011 8.3
5 min 69. 9.5 0.023408 8.3
15 min 69. 9.0 0.013560 7.3
30 min 69. 9.0 0.009589 7.3
60 min 69. 9.0 0.006780 7.3
250 min 69. 9.0 0.003322 7.3
24 hr 69. 8.5 0.001393 6.2
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
6.7 Clay (Entire Sample)
14.6 Silt (Entire Sample)
78.8 S & G (Entire Sample)
6.7 Clay (Minus10)
14.6 Silt (Minus10)
78.8 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 32.95
Oven Dry + Can 32.85
Can 13.95
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 8/1/2017 8:44Ver.# 1