Minnesota Department of Transportation Test Report on ... · Silt (Minus10) 55.5 Sand (Minus10)...
Transcript of Minnesota Department of Transportation Test Report on ... · Silt (Minus10) 55.5 Sand (Minus10)...
12/19/2016 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Minnesota Department of Transportation
Test Report on Sample of Subsoil
CO-SS16-0403Sample 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:
1985-149
494
D. MALCHOW
CHRISTINE CAOUETTE
11/17/2016
11/17/2016
7001
G
3.0-5.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) SiL
Clay (Entire Sample) 18.5
Silt (Entire Sample) 54.7
S & G (Entire Sample) 26.8
Mn\DOT Class (Minus 10) SiL
Clay (Minus10) 18.8
Silt (Minus10) 55.5
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) 99.8
#10 (2.00 mm) 98.5
#20 (850 um) 96.8
#40 (425 um) 90.3
#60 (250 um) 83.0
#100 (150 um) 77.1
#200 (75 um) 73.2
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
CHRISTINE CAOUETTE
D. MALCHOW
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 12/19/2016 11:09Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS16-0403
1985-149
11/17/2016
D. MALCHOW
11/17/2016Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 29.0 0.032735 47.1
5 min 69. 25.0 0.021324 39.1
15 min 69. 20.5 0.012709 30.1
30 min 69. 19.0 0.009055 27.1
60 min 69. 17.5 0.006427 24.1
250 min 69. 15.5 0.003196 20.2
24 hr 69. 14.0 0.001346 17.2
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
18.5 Clay (Entire Sample)
54.7 Silt (Entire Sample)
26.8 S & G (Entire Sample)
18.8 Clay (Minus10)
55.5 Silt (Minus10)
25.7 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 34.01
Oven Dry + Can 33.78
Can 14.30
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 12/19/2016 11:09Ver.# 1
2/28/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Minnesota Department of Transportation
Test Report on Sample of Subsoil
CO-SS17-0048Sample 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:
1985-149
494
C. FERN
CHRISTINE CAOUETTE
2/8/2017
2/13/2017
7006
SHOULDER
G
7-9
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) SL
Clay (Entire Sample) 11.4
Silt (Entire Sample) 20.7
S & G (Entire Sample) 67.9
Mn\DOT Class (Minus 10) SL
Clay (Minus10) 12.2
Silt (Minus10) 22.2
Sand (Minus10) 65.6
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) 98.4
#4 (4.75 mm) 96.4
#10 (2.00 mm) 93.2
#20 (850 um) 85.7
#40 (425 um) 71.8
#60 (250 um) 54.8
#100 (150 um) 41.8
#200 (75 um) 32.1
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
CHRISTINE CAOUETTE
C. FERN
C. CAOUETTE
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 2/28/2017 14:08Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0048
1985-149
2/8/2017
C. FERN
2/13/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 19.0 0.035071 24.7
5 min 69. 17.5 0.022265 21.8
15 min 69. 16.0 0.013047 19.0
30 min 69. 15.0 0.009259 17.2
60 min 69. 14.0 0.006594 15.3
250 min 69. 12.5 0.003265 12.5
24 hr 69. 11.5 0.001360 10.6
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
11.4 Clay (Entire Sample)
20.7 Silt (Entire Sample)
67.9 S & G (Entire Sample)
12.2 Clay (Minus10)
22.2 Silt (Minus10)
65.6 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 38.94
Oven Dry + Can 38.78
Can 14.48
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 2/28/2017 14:08Ver.# 1
12/19/2016 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Minnesota Department of Transportation
Test Report on Sample of Subsoil
CO-SS16-0404Sample 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:
1985-149
494
D. MALCHOW
CHRISTINE CAOUETTE
11/17/2016
11/17/2016
7010
G
1.0-8.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) SL
Clay (Entire Sample) 7.2
Silt (Entire Sample) 14.6
S & G (Entire Sample) 78.3
Mn\DOT Class (Minus 10) SL
Clay (Minus10) 7.2
Silt (Minus10) 14.6
Sand (Minus10) 78.3
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) 93.5
#40 (425 um) 70.6
#60 (250 um) 44.3
#100 (150 um) 28.9
#200 (75 um) 21.7
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
CHRISTINE CAOUETTE
D. MALCHOW
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 12/19/2016 11:10Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS16-0404
1985-149
11/17/2016
D. MALCHOW
11/17/2016Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 12.5 0.036504 15.4
5 min 69. 11.5 0.023087 13.4
15 min 69. 11.0 0.013422 12.4
30 min 69. 10.5 0.009556 11.4
60 min 69. 10.0 0.006757 10.4
250 min 69. 9.0 0.003322 8.3
24 hr 69. 8.0 0.001393 6.3
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
7.2 Clay (Entire Sample)
14.6 Silt (Entire Sample)
78.3 S & G (Entire Sample)
7.2 Clay (Minus10)
14.6 Silt (Minus10)
78.3 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 36.36
Oven Dry + Can 36.20
Can 14.40
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 12/19/2016 11:10Ver.# 1
1/24/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Minnesota Department of Transportation
Test Report on Sample of Subsoil
CO-SS17-0012Sample 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:
1985-149
494
K. TURNER
CHRISTINE CAOUETTE
12/8/2016
1/10/2017
7018
G, PI
.67-9.0
ResultTest
Other Soil Tests
Liquid Limit 0.0
Plastic Limit 0.0
Plasticity Index 0.0
Mn\DOT Class (Entire Sample) S
Clay (Entire Sample) 3.9
Silt (Entire Sample) 2.2
S & G (Entire Sample) 94.0
Mn\DOT Class (Minus 10) S
Clay (Minus10) 4.3
Silt (Minus10) 2.4
Sand (Minus10) 93.4
AASHTO Group A-3
Group Index 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) 98.6
#4 (4.75 mm) 96.2
#10 (2.00 mm) 91.3
#20 (850 um) 78.4
#40 (425 um) 50.7
#60 (250 um) 31.0
#100 (150 um) 11.4
#200 (75 um) 6.0
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
CHRISTINE CAOUETTE
KREIG TURNER
Report Approved By:
Charge Out: 1037, 1038, 1041
Page 1 of 2 1/24/2017 12:55Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0012
1985-149
12/8/2016
K. TURNER
1/10/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 7.0 0.037635 4.8
5 min 69. 7.0 0.023802 4.8
15 min 69. 7.0 0.013742 4.8
30 min 69. 7.0 0.009717 4.8
60 min 69. 7.0 0.006871 4.8
250 min 69. 6.5 0.003377 3.9
24 hr 69. 6.5 0.001407 3.9
Weight 2Weight 1Type
Liquid Limit
Liquid Limit 0.0
Particle Size
%Particle
3.9 Clay (Entire Sample)
2.2 Silt (Entire Sample)
94.0 S & G (Entire Sample)
4.3 Clay (Minus10)
2.4 Silt (Minus10)
93.4 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 40.78
Oven Dry + Can 40.73
Can 14.09
Corr. Factor 0.998
Weight 1 Weight 2Type
Plastic Limit
0.0Plastic Limit
0.0Plasticity Index
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 1/24/2017 12:55Ver.# 1
1/24/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Minnesota Department of Transportation
Test Report on Sample of Subsoil
CO-SS17-0013Sample 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:
1985-149
494
K. TURNER
CHRISTINE CAOUETTE
12/8/2016
1/10/2017
7022
G, PI
.72-9.0
ResultTest
Other Soil Tests
Liquid Limit 0.0
Plastic Limit 0.0
Plasticity Index 0.0
Mn\DOT Class (Entire Sample) S
Clay (Entire Sample) 4.9
Silt (Entire Sample) 4.8
S & G (Entire Sample) 90.3
Mn\DOT Class (Minus 10) LS
Clay (Minus10) 6.1
Silt (Minus10) 5.9
Sand (Minus10) 88
AASHTO Group A-1-b
Group Index 1
Percent PassingSieve Size
Sieves
2" (50 mm) 100.0
1" (25.0 mm) 93.5
3/4" (19.0 mm) 92.0
3/8" (9.5 mm) 88.7
#4 (4.75 mm) 85.7
#10 (2.00 mm) 80.8
#20 (850 um) 73.0
#40 (425 um) 46.9
#60 (250 um) 24.9
#100 (150 um) 14.3
#200 (75 um) 9.7
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
CHRISTINE CAOUETTE
KREIG TURNER
Report Approved By:
Charge Out: 1037, 1038, 1041
Page 1 of 2 1/24/2017 12:56Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0013
1985-149
12/8/2016
K. TURNER
1/10/2017Sample 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. 10.0 0.023408 7.5
15 min 69. 10.0 0.013514 7.5
30 min 69. 10.0 0.009556 7.5
60 min 69. 9.5 0.006757 6.7
250 min 69. 9.0 0.003322 5.9
24 hr 69. 8.0 0.001393 4.2
Weight 2Weight 1Type
Liquid Limit
Liquid Limit 0.0
Particle Size
%Particle
4.9 Clay (Entire Sample)
4.8 Silt (Entire Sample)
90.3 S & G (Entire Sample)
6.1 Clay (Minus10)
5.9 Silt (Minus10)
88 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 37.75
Oven Dry + Can 37.65
Can 14.39
Corr. Factor 0.996
Weight 1 Weight 2Type
Plastic Limit
0.0Plastic Limit
0.0Plasticity Index
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 1/24/2017 12:56Ver.# 1
1/24/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Minnesota Department of Transportation
Test Report on Sample of Subsoil
CO-SS17-0014Sample 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:
1985-149
494
K. TURNER
CHRISTINE CAOUETTE
12/8/2016
1/10/2017
7024
G, PI
.79-9.0
ResultTest
Other Soil Tests
Liquid Limit 0.0
Plastic Limit 0.0
Plasticity Index 0.0
Mn\DOT Class (Entire Sample) LS
Clay (Entire Sample) 6.3
Silt (Entire Sample) 10.4
S & G (Entire Sample) 83.3
Mn\DOT Class (Minus 10) LS
Clay (Minus10) 6.7
Silt (Minus10) 11.1
Sand (Minus10) 82.3
AASHTO Group A-2-4
Group Index 0
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) 98.9
#4 (4.75 mm) 97.4
#10 (2.00 mm) 94.1
#20 (850 um) 82.2
#40 (425 um) 58.8
#60 (250 um) 37.4
#100 (150 um) 24.2
#200 (75 um) 16.7
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
CHRISTINE CAOUETTE
KREIG TURNER
Report Approved By:
Charge Out: 1037, 1038, 1041
Page 1 of 2 1/24/2017 12:57Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0014
1985-149
12/8/2016
K. TURNER
1/10/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 11.5 0.036504 11.5
5 min 69. 11.5 0.023087 11.5
15 min 69. 11.0 0.013422 10.6
30 min 69. 10.5 0.009556 9.7
60 min 69. 10.0 0.006757 8.7
250 min 69. 9.0 0.003322 6.8
24 hr 69. 8.5 0.001393 5.9
Weight 2Weight 1Type
Liquid Limit
Liquid Limit 0.0
Particle Size
%Particle
6.3 Clay (Entire Sample)
10.4 Silt (Entire Sample)
83.3 S & G (Entire Sample)
6.7 Clay (Minus10)
11.1 Silt (Minus10)
82.3 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 42.03
Oven Dry + Can 41.92
Can 14.27
Corr. Factor 0.996
Weight 1 Weight 2Type
Plastic Limit
0.0Plastic Limit
0.0Plasticity Index
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 1/24/2017 12:57Ver.# 1
4/4/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS17-0084Sample 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:
1985-149
494
C. FERN
CHRISTINE CAOUETTE
3/15/2017
3/20/2017
7026P
FIELD
G
.5-13.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) CrS
Clay (Entire Sample) 3.8
Silt (Entire Sample) 2.4
S & G (Entire Sample) 93.8
Mn\DOT Class (Minus 10) S
Clay (Minus10) 4.3
Silt (Minus10) 2.7
Sand (Minus10) 93
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) 97.4
#10 (2.00 mm) 88.6
#20 (850 um) 57.3
#40 (425 um) 26.7
#60 (250 um) 18.7
#100 (150 um) 10.3
#200 (75 um) 6.2
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
CHRISTINE CAOUETTE
C. FREN
C. CAOUETTE
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 4/4/2017 8:59Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0084
1985-149
3/15/2017
C. FERN
3/20/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 9.0 0.037136 5.6
5 min 69. 9.0 0.023487 5.6
15 min 69. 9.0 0.013560 5.6
30 min 69. 9.0 0.009589 5.6
60 min 69. 8.5 0.006826 4.7
250 min 69. 8.0 0.003344 3.8
24 hr 69. 8.0 0.001393 3.8
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
3.8 Clay (Entire Sample)
2.4 Silt (Entire Sample)
93.8 S & G (Entire Sample)
4.3 Clay (Minus10)
2.7 Silt (Minus10)
93 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 37.57
Oven Dry + Can 37.47
Can 14.51
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 4/4/2017 8:59Ver.# 1
4/4/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS17-0085Sample 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:
1985-149
494
C. FERN
CHRISTINE CAOUETTE
3/15/2017
3/20/2017
7026P
FIELD
G
13.0-20.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) S
Clay (Entire Sample) 3.9
Silt (Entire Sample) 2.4
S & G (Entire Sample) 93.8
Mn\DOT Class (Minus 10) S
Clay (Minus10) 4.3
Silt (Minus10) 2.6
Sand (Minus10) 93.2
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) 98.8
#4 (4.75 mm) 96.1
#10 (2.00 mm) 91.2
#20 (850 um) 80.5
#40 (425 um) 54.4
#60 (250 um) 15.0
#100 (150 um) 8.6
#200 (75 um) 6.2
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
CHRISTINE CAOUETTE
C. FREN
C. CAOUETTE
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 4/4/2017 9:00Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0085
1985-149
3/15/2017
C. FERN
3/20/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 7.0 0.037635 4.8
5 min 69. 7.0 0.023802 4.8
15 min 69. 7.0 0.013742 4.8
30 min 69. 7.0 0.009717 4.8
60 min 69. 7.0 0.006871 4.8
250 min 69. 6.5 0.003377 3.9
24 hr 69. 6.5 0.001407 3.9
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
3.9 Clay (Entire Sample)
2.4 Silt (Entire Sample)
93.8 S & G (Entire Sample)
4.3 Clay (Minus10)
2.6 Silt (Minus10)
93.2 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 39.34
Oven Dry + Can 39.26
Can 14.51
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 4/4/2017 9:00Ver.# 1
4/4/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS17-0086Sample 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:
1985-149
494
C. FERN
CHRISTINE CAOUETTE
3/15/2017
3/20/2017
7027P
FIELD
G
.5-14.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) S
Clay (Entire Sample) 3.7
Silt (Entire Sample) 2.2
S & G (Entire Sample) 94.1
Mn\DOT Class (Minus 10) S
Clay (Minus10) 4.2
Silt (Minus10) 2.5
Sand (Minus10) 93.3
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) 98.9
#4 (4.75 mm) 95.6
#10 (2.00 mm) 88.5
#20 (850 um) 79.0
#40 (425 um) 49.8
#60 (250 um) 19.7
#100 (150 um) 10.1
#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:
CHRISTINE CAOUETTE
C. FREN
C. CAOUETTE
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 4/4/2017 9:02Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0086
1985-149
3/15/2017
C. FERN
3/20/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 7.5 0.037386 4.6
5 min 69. 7.5 0.023645 4.6
15 min 69. 7.5 0.013652 4.6
30 min 69. 7.5 0.009653 4.6
60 min 69. 7.0 0.006871 3.7
250 min 69. 7.0 0.003366 3.7
24 hr 69. 7.0 0.001403 3.7
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
3.7 Clay (Entire Sample)
2.2 Silt (Entire Sample)
94.1 S & G (Entire Sample)
4.2 Clay (Minus10)
2.5 Silt (Minus10)
93.3 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 39.81
Oven Dry + Can 39.73
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 4/4/2017 9:02Ver.# 1
4/4/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS17-0087Sample 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:
1985-149
494
C. FERN
CHRISTINE CAOUETTE
3/8/2017
3/20/2017
7028P
G
1.0-9.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) S&G
Clay (Entire Sample) 3.6
Silt (Entire Sample) 3.9
S & G (Entire Sample) 92.5
Mn\DOT Class (Minus 10) LS
Clay (Minus10) 5.3
Silt (Minus10) 5.7
Sand (Minus10) 89
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) 96.8
#4 (4.75 mm) 86.8
#10 (2.00 mm) 68.4
#20 (850 um) 41.9
#40 (425 um) 22.9
#60 (250 um) 13.6
#100 (150 um) 9.6
#200 (75 um) 7.5
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
CHRISTINE CAOUETTE
C. FREN
C. CAOUETTE
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 4/4/2017 9:16Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0087
1985-149
3/8/2017
C. FERN
3/20/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 8.0 0.037386 5.0
5 min 69. 8.0 0.023645 5.0
15 min 69. 7.5 0.013652 4.3
30 min 69. 7.5 0.009653 4.3
60 min 69. 7.5 0.006826 4.3
250 min 69. 7.0 0.003366 3.6
24 hr 69. 7.0 0.001403 3.6
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
3.6 Clay (Entire Sample)
3.9 Silt (Entire Sample)
92.5 S & G (Entire Sample)
5.3 Clay (Minus10)
5.7 Silt (Minus10)
89 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 38.43
Oven Dry + Can 38.33
Can 14.38
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 4/4/2017 9:16Ver.# 1
4/4/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS17-0088Sample 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:
1985-149
494
C. FERN
CHRISTINE CAOUETTE
3/8/2017
3/20/2017
7028P
FIELD
G
9.0-14.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) CrS
Clay (Entire Sample) 3.4
Silt (Entire Sample) 5.9
S & G (Entire Sample) 90.7
Mn\DOT Class (Minus 10) LS
Clay (Minus10) 3.7
Silt (Minus10) 6.4
Sand (Minus10) 90
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) 98.3
#4 (4.75 mm) 96.3
#10 (2.00 mm) 92.8
#20 (850 um) 73.7
#40 (425 um) 33.2
#60 (250 um) 17.3
#100 (150 um) 12.5
#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:
CHRISTINE CAOUETTE
C. FREN
C. CAOUETTE
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 4/4/2017 9:17Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0088
1985-149
3/8/2017
C. FERN
3/20/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 8.5 0.037386 5.8
5 min 69. 8.0 0.023645 4.9
15 min 69. 8.0 0.013652 4.9
30 min 69. 8.0 0.009653 4.9
60 min 69. 8.0 0.006826 4.9
250 min 69. 7.5 0.003344 3.9
24 hr 69. 7.0 0.001403 3.0
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
3.4 Clay (Entire Sample)
5.9 Silt (Entire Sample)
90.7 S & G (Entire Sample)
3.7 Clay (Minus10)
6.4 Silt (Minus10)
90 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 38.78
Oven Dry + Can 38.73
Can 14.38
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 4/4/2017 9:17Ver.# 1
4/4/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS17-0089Sample 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:
1985-149
494
C. FERN
CHRISTINE CAOUETTE
3/8/2017
3/20/2017
7029P
FIELD
G
1.0-14.0
ResultTest
Other Soil Tests
Mn\DOT Class (Entire Sample) CrS
Clay (Entire Sample) 4.0
Silt (Entire Sample) 4.6
S & G (Entire Sample) 91.4
Mn\DOT Class (Minus 10) S
Clay (Minus10) 4.6
Silt (Minus10) 5.3
Sand (Minus10) 90
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) 94.4
#10 (2.00 mm) 86.3
#20 (850 um) 65.3
#40 (425 um) 29.8
#60 (250 um) 16.4
#100 (150 um) 11.7
#200 (75 um) 8.6
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
CHRISTINE CAOUETTE
C. FREN
C. CAOUETTE
Report Approved By:
Charge Out: 1037, 1038
Page 1 of 2 4/4/2017 9:18Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0089
1985-149
3/8/2017
C. FERN
3/20/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 8.5 0.037386 5.4
5 min 69. 8.5 0.023645 5.4
15 min 69. 8.0 0.013652 4.5
30 min 69. 8.0 0.009653 4.5
60 min 69. 8.0 0.006826 4.5
250 min 69. 8.0 0.003344 4.5
24 hr 69. 7.5 0.001393 3.6
Weight 2Weight 1Type
Liquid Limit Particle Size
%Particle
4.0 Clay (Entire Sample)
4.6 Silt (Entire Sample)
91.4 S & G (Entire Sample)
4.6 Clay (Minus10)
5.3 Silt (Minus10)
90 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 37.71
Oven Dry + Can 37.64
Can 14.60
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 4/4/2017 9:18Ver.# 1
4/4/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS17-0090Sample 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:
1985-149
494
C. FERN
CHRISTINE CAOUETTE
3/8/2017
3/20/2017
7030P
FIELD
G, PI
8.5-9.5
ResultTest
Other Soil Tests
Liquid Limit 0.0
Plastic Limit 0.0
Plasticity Index 0.0
Mn\DOT Class (Entire Sample) SL
Clay (Entire Sample) 7.8
Silt (Entire Sample) 14.7
S & G (Entire Sample) 77.5
Mn\DOT Class (Minus 10) SL
Clay (Minus10) 9.2
Silt (Minus10) 17.3
Sand (Minus10) 73.5
AASHTO Group A-2-4
Group Index 0
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) 96.2
#4 (4.75 mm) 90.3
#10 (2.00 mm) 84.9
#20 (850 um) 73.2
#40 (425 um) 54.8
#60 (250 um) 37.0
#100 (150 um) 28.6
#200 (75 um) 22.5
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
CHRISTINE CAOUETTE
C. FREN
C. CAOUETTE
Report Approved By:
Charge Out: 1037, 1038, 1041
Page 1 of 2 4/4/2017 9:26Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0090
1985-149
3/8/2017
C. FERN
3/20/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 13.5 0.036119 14.8
5 min 69. 13.0 0.023006 13.9
15 min 69. 12.0 0.013329 12.2
30 min 69. 11.5 0.009425 11.4
60 min 69. 11.0 0.006711 10.5
250 min 69. 10.0 0.003310 8.8
24 hr 69. 9.0 0.001384 7.1
Weight 2Weight 1Type
Liquid Limit
Liquid Limit 0.0
Particle Size
%Particle
7.8 Clay (Entire Sample)
14.7 Silt (Entire Sample)
77.5 S & G (Entire Sample)
9.2 Clay (Minus10)
17.3 Silt (Minus10)
73.5 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 36.73
Oven Dry + Can 36.55
Can 14.39
Corr. Factor 0.992
Weight 1 Weight 2Type
Plastic Limit
0.0Plastic Limit
0.0Plasticity Index
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 4/4/2017 9:26Ver.# 1
4/4/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS17-0091Sample 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:
1985-149
494
C. FERN
CHRISTINE CAOUETTE
3/8/2017
3/20/2017
7030P
FIELD
G, PI
9.5-11.0
ResultTest
Other Soil Tests
Liquid Limit 28.2
Plastic Limit 21.9
Plasticity Index 6.3
Mn\DOT Class (Entire Sample) SL
Clay (Entire Sample) 13.5
Silt (Entire Sample) 30.7
S & G (Entire Sample) 55.8
Mn\DOT Class (Minus 10) L
Clay (Minus10) 15.4
Silt (Minus10) 34.9
Sand (Minus10) 49.7
AASHTO Group A-4
Group Index 0
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) 95.9
#4 (4.75 mm) 91.6
#10 (2.00 mm) 87.9
#20 (850 um) 77.3
#40 (425 um) 70.1
#60 (250 um) 63.2
#100 (150 um) 57.0
#200 (75 um) 44.2
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
CHRISTINE CAOUETTE
C. FREN
C. CAOUETTE
Report Approved By:
Charge Out: 1037, 1038, 1041
Page 1 of 2 4/4/2017 9:27Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0091
1985-149
3/8/2017
C. FERN
3/20/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 18.0 0.035204 24.3
5 min 69. 16.5 0.022597 21.6
15 min 69. 15.0 0.013094 18.9
30 min 69. 14.0 0.009326 17.2
60 min 69. 13.5 0.006594 16.3
250 min 69. 12.5 0.003265 14.5
24 hr 69. 11.5 0.001360 12.7
Weight 2Weight 1Type
Liquid Limit
No. Blows 28 17
Wet + Can 24.22 27.93
Dry + Can 22.13 24.84
Can 14.60 14.38
Liquid Limit 28.2
Particle Size
%Particle
13.5 Clay (Entire Sample)
30.7 Silt (Entire Sample)
55.8 S & G (Entire Sample)
15.4 Clay (Minus10)
34.9 Silt (Minus10)
49.7 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 32.92
Oven Dry + Can 32.64
Can 14.24
Corr. Factor 0.985
Weight 1 Weight 2Type
Plastic Limit
18.23 18.06Wet + Can
17.53 17.42Dry + Can
14.4 14.4Can
21.9Plastic Limit
6.3Plasticity Index
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 4/4/2017 9:27Ver.# 1
4/7/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS17-0092Sample 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:
1985-149
494
C. FERN
CHRISTINE CAOUETTE
3/8/2017
3/20/2017
7030P
FIELD
G, PI
11.0-12.5
ResultTest
Other Soil Tests
Liquid Limit 0.0
Plastic Limit 0.0
Plasticity Index 0.0
Mn\DOT Class (Entire Sample) SL
Clay (Entire Sample) 9.9
Silt (Entire Sample) 16.6
S & G (Entire Sample) 73.5
Mn\DOT Class (Minus 10) SL
Clay (Minus10) 12.7
Silt (Minus10) 21.3
Sand (Minus10) 65.9
AASHTO Group A-2-4
Group Index 0
Percent PassingSieve Size
Sieves
2" (50 mm) 100.0
1" (25.0 mm) 100.0
3/4" (19.0 mm) 96.8
3/8" (9.5 mm) 91.1
#4 (4.75 mm) 83.8
#10 (2.00 mm) 77.8
#20 (850 um) 65.6
#40 (425 um) 52.3
#60 (250 um) 41.7
#100 (150 um) 34.2
#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:
CHRISTINE CAOUETTE
C. FREN
C. CAOUETTE
Report Approved By:
Charge Out: 1037, 1038, 1041
Page 1 of 2 4/7/2017 10:10Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0092
1985-149
3/8/2017
C. FERN
3/20/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 17.0 0.035468 17.5
5 min 69. 16.0 0.022597 16.0
15 min 69. 15.0 0.013094 14.4
30 min 69. 14.0 0.009326 12.8
60 min 69. 14.0 0.006594 12.8
250 min 69. 13.0 0.003254 11.2
24 hr 69. 11.5 0.001360 8.9
Weight 2Weight 1Type
Liquid Limit
Liquid Limit 0.0
Particle Size
%Particle
9.9 Clay (Entire Sample)
16.6 Silt (Entire Sample)
73.5 S & G (Entire Sample)
12.7 Clay (Minus10)
21.3 Silt (Minus10)
65.9 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 34.17
Oven Dry + Can 33.94
Can 14.09
Corr. Factor 0.989
Weight 1 Weight 2Type
Plastic Limit
0.0Plastic Limit
0.0Plasticity Index
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 4/7/2017 10:10Ver.# 1
4/7/2017 Report Approved:
Office of Materials and Road Research
1400 Gervais Avenue
Maplewood, MN 55109
Test Report on Sample of Subsoil
CO-SS17-0093Sample 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:
1985-149
494
C. FERN
CHRISTINE CAOUETTE
3/8/2017
3/20/2017
7030P
FIELD
G, PI
12.5-15.0
ResultTest
Other Soil Tests
Liquid Limit 0.0
Plastic Limit 0.0
Plasticity Index 0.0
Mn\DOT Class (Entire Sample) LS
Clay (Entire Sample) 6.0
Silt (Entire Sample) 10.2
S & G (Entire Sample) 83.9
Mn\DOT Class (Minus 10) SL
Clay (Minus10) 7.8
Silt (Minus10) 13.2
Sand (Minus10) 79.2
AASHTO Group A-1-b
Group Index 0
Percent PassingSieve Size
Sieves
2" (50 mm) 100.0
1" (25.0 mm) 97.7
3/4" (19.0 mm) 93.8
3/8" (9.5 mm) 86.5
#4 (4.75 mm) 82.6
#10 (2.00 mm) 77.3
#20 (850 um) 54.6
#40 (425 um) 33.0
#60 (250 um) 24.4
#100 (150 um) 20.2
#200 (75 um) 16.1
Test Comments:
Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified
Copies To:
CHRISTINE CAOUETTE
C. FREN
C. CAOUETTE
Report Approved By:
Charge Out: 1037, 1038, 1041
Page 1 of 2 4/7/2017 10:11Ver.# 1
Minnesota Department of TransportationSubSoil Sample Worksheet
CO-SS17-0093
1985-149
3/8/2017
C. FERN
3/20/2017Sample ID:
Date Received:Date Sampled:
Submitted By:Project Number:
% FinerSize (mm)ReadTempTime
Hydrometer Analysis
2 min 69. 10.5 0.037011 9.5
5 min 69. 10.0 0.023408 8.8
15 min 69. 9.5 0.013514 8.0
30 min 69. 9.5 0.009556 8.0
60 min 69. 9.0 0.006780 7.2
250 min 69. 8.5 0.003344 6.4
24 hr 69. 8.0 0.001393 5.6
Weight 2Weight 1Type
Liquid Limit
Liquid Limit 0.0
Particle Size
%Particle
6.0 Clay (Entire Sample)
10.2 Silt (Entire Sample)
83.9 S & G (Entire Sample)
7.8 Clay (Minus10)
13.2 Silt (Minus10)
79.2 Sand (Minus10)
WeightContent Type
Hygroscopic Moisture
Air Dry + Can 39.63
Oven Dry + Can 39.40
Can 14.36
Corr. Factor 0.991
Weight 1 Weight 2Type
Plastic Limit
0.0Plastic Limit
0.0Plasticity Index
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
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