Minnesota Department of Transportation Test Report on ... · Report Approved: 11/28/2016 Office of...

11/28/2016 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-SS16-0371Sample ID:

Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:

Field Classification:

Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

10/18/2016

10/26/2016

7006

7.5 - 9.0

G, PI

7.5-9.0

ResultTest

Other Soil Tests

Liquid Limit 18.8

Plastic Limit 16.6

Plasticity Index 2.1

Mn\DOT Class (Entire Sample) L

Clay (Entire Sample) 16.5

Silt (Entire Sample) 49.1

S & G (Entire Sample) 34.4

Mn\DOT Class (Minus 10) SiL

Clay (Minus10) 19.4

Silt (Minus10) 57.6

Sand (Minus10) 23

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) 97.0

#4 (4.75 mm) 91.2

#10 (2.00 mm) 85.2

#20 (850 um) 81.7

#40 (425 um) 77.6

#60 (250 um) 74.5

#100 (150 um) 71.5

#200 (75 um) 65.6

Test Comments:

Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C" (M), T100, T190 (M), T-265 M = Mn/DOT Modified

Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:

Charge Out: 1037, 1038, 1041

of 2 11/28/2016 14:44Ver.# 1

Minnesota Department of TransportationSubSoil Sample Worksheet

CO-SS16-0371

8208-38

10/18/2016

C. FERN

10/26/2016Sample ID:

Date Received:Date Sampled:

Submitted By:Project Number:

% FinerSize (mm)ReadTempTime

Hydrometer Analysis

2 min 71. 28.5 0.032606 42.9

5 min 71. 25.0 0.021058 36.8

15 min 71. 22.0 0.012404 31.7

30 min 71. 20.0 0.008874 28.3

60 min 71. 18.0 0.006347 24.8

250 min 71. 15.0 0.003167 19.7

24 hr 71. 11.5 0.001343 13.7

Weight 2Weight 1Type

Liquid Limit

No. Blows 30 20

Wet + Can 27.02 25.46

Dry + Can 25.07 23.70

Can 14.50 14.52

Liquid Limit 18.8

Particle Size

%Particle

16.5 Clay (Entire Sample)

49.1 Silt (Entire Sample)

34.4 S & G (Entire Sample)

19.4 Clay (Minus10)

57.6 Silt (Minus10)

23 Sand (Minus10)

WeightContent Type

Hygroscopic Moisture

Air Dry + Can 37.38

Oven Dry + Can 37.21

Can 14.52

Corr. Factor 0.993

Weight 1 Weight 2Type

Plastic Limit

18.20 18.19Wet + Can

17.66 17.64Dry + Can

14.4 14.3Can

16.6Plastic Limit

2.1Plasticity 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

of 2 11/28/2016 14:44Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

10/17/2016

10/26/2016

7004

5.0 - 9.0

G, PI

5.0-9.0

ResultTest

Other Soil Tests

Liquid Limit 19.0

Plastic Limit 15.1






Mn\DOT Class (Minus 10) L

Clay (Minus10) 12

Silt (Minus10) 45.2

Sand (Minus10) 42.9

AASHTO Group A-4

Group Index 0


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) 99.2

#10 (2.00 mm) 97.0

#20 (850 um) 94.3

#40 (425 um) 88.0

#60 (250 um) 78.8

#100 (150 um) 67.6

#200 (75 um) 55.4

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 11/28/2016 14:40Ver.# 1


CO-SS16-0370

8208-38

10/17/2016

C. FERN





Hydrometer Analysis

2 min 71. 23.0 0.033702 32.3

5 min 71. 20.0 0.021737 26.4

15 min 71. 17.0 0.012789 20.5

30 min 71. 16.0 0.009110 18.6

60 min 71. 14.5 0.006512 15.6

250 min 71. 13.0 0.003213 12.6

24 hr 71. 12.0 0.001343 10.7


Liquid Limit

No. Blows 26 16

Wet + Can 29.38 28.65

Dry + Can 27.05 26.23

Can 14.56 14.30

Liquid Limit 19.0

Particle Size

%Particle




12 Clay (Minus10)

45.2 Silt (Minus10)

42.9 Sand (Minus10)

WeightContent Type


Air Dry + Can 37.20


Can 14.60

Corr. Factor 0.986


Plastic Limit

18.87 18.76Wet + Can

18.17 18.28Dry + Can

14.2 14.5Can

15.1Plastic Limit

3.8Plasticity 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 11/28/2016 14:40Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

11/3/2016

11/7/2016

7001

2.0 - 9.0

G, PI

2.0 - 9.0

ResultTest

Other Soil Tests

Liquid Limit 20.2

Plastic Limit 13.6


Mn\DOT Class (Entire Sample) SL




Mn\DOT Class (Minus 10) SL

Clay (Minus10) 14.2

Silt (Minus10) 34.6

Sand (Minus10) 51.3

AASHTO Group A-4

Group Index 0


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 99.4

#4 (4.75 mm) 98.6

#10 (2.00 mm) 97.1

#20 (850 um) 92.2

#40 (425 um) 81.7

#60 (250 um) 67.8

#100 (150 um) 55.6

#200 (75 um) 47.3

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 11/29/2016 9:30Ver.# 1


CO-SS16-0385

8208-38

11/3/2016

C. FERN

11/7/2016Sample ID:




Hydrometer Analysis

2 min 71. 22.5 0.033971 31.1

5 min 71. 21.0 0.021653 28.1

15 min 71. 19.0 0.012646 24.2

30 min 71. 17.5 0.008976 21.2

60 min 71. 17.0 0.006394 20.3

250 min 71. 14.5 0.003190 15.4

24 hr 71. 13.0 0.001339 12.4


Liquid Limit

No. Blows 34 22

Wet + Can 24.75 29.66

Dry + Can 23.06 27.08

Can 14.40 14.53

Liquid Limit 20.2

Particle Size

%Particle




14.2 Clay (Minus10)

34.6 Silt (Minus10)

51.3 Sand (Minus10)

WeightContent Type


Air Dry + Can 35.05


Can 14.32

Corr. Factor 0.989


Plastic Limit

18.39 17.67Wet + Can

17.92 17.25Dry + Can

14.4 14.2Can

13.6Plastic Limit

6.7Plasticity 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 11/29/2016 9:30Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

10/18/2016

10/26/2016

7007

1.5 - 5.0

G, PI

1.5-5.0

ResultTest

Other Soil Tests

Liquid Limit 20.4

Plastic Limit 13.7







Clay (Minus10) 14.4

Silt (Minus10) 32.7

Sand (Minus10) 52.9

AASHTO Group A-4

Group Index 0


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) 98.8

#10 (2.00 mm) 96.3

#20 (850 um) 91.8

#40 (425 um) 81.5

#60 (250 um) 67.3

#100 (150 um) 54.1

#200 (75 um) 45.4

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 11/28/2016 14:45Ver.# 1


CO-SS16-0372

8208-38

10/18/2016

C. FERN





Hydrometer Analysis

2 min 71. 22.0 0.033971 30.1

5 min 71. 20.5 0.021737 27.2

15 min 71. 18.5 0.012694 23.3

30 min 71. 17.5 0.008976 21.3

60 min 71. 16.5 0.006442 19.4

250 min 71. 14.5 0.003190 15.5

24 hr 71. 13.0 0.001339 12.5


Liquid Limit

No. Blows 32 22

Wet + Can 34.48 29.28

Dry + Can 31.16 26.68

Can 14.45 14.10

Liquid Limit 20.4

Particle Size

%Particle




14.4 Clay (Minus10)

32.7 Silt (Minus10)

52.9 Sand (Minus10)

WeightContent Type


Air Dry + Can 36.70


Can 14.19

Corr. Factor 0.987


Plastic Limit

19.31 17.76Wet + Can

18.74 17.36Dry + Can

14.5 14.5Can

13.7Plastic Limit

6.7Plasticity 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 11/28/2016 14:45Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

10/18/2016

10/26/2016

7007

1.5 - 5.0

G, PI

1.5-5.0

ResultTest

Other Soil Tests

Liquid Limit 20.4

Plastic Limit 13.7







Clay (Minus10) 14.4

Silt (Minus10) 32.7

Sand (Minus10) 52.9

AASHTO Group A-4

Group Index 0


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) 98.8

#10 (2.00 mm) 96.3

#20 (850 um) 91.8

#40 (425 um) 81.5

#60 (250 um) 67.3

#100 (150 um) 54.1

#200 (75 um) 45.4

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 11/28/2016 14:45Ver.# 1


CO-SS16-0372

8208-38

10/18/2016

C. FERN





Hydrometer Analysis

2 min 71. 22.0 0.033971 30.1

5 min 71. 20.5 0.021737 27.2

15 min 71. 18.5 0.012694 23.3

30 min 71. 17.5 0.008976 21.3

60 min 71. 16.5 0.006442 19.4

250 min 71. 14.5 0.003190 15.5

24 hr 71. 13.0 0.001339 12.5


Liquid Limit

No. Blows 32 22

Wet + Can 34.48 29.28

Dry + Can 31.16 26.68

Can 14.45 14.10

Liquid Limit 20.4

Particle Size

%Particle




14.4 Clay (Minus10)

32.7 Silt (Minus10)

52.9 Sand (Minus10)

WeightContent Type


Air Dry + Can 36.70


Can 14.19

Corr. Factor 0.987


Plastic Limit

19.31 17.76Wet + Can

18.74 17.36Dry + Can

14.5 14.5Can

13.7Plastic Limit

6.7Plasticity 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 11/28/2016 14:45Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

10/20/2016

10/26/2016

7010

0.75-10.5

G, PI

0.75-10.5

ResultTest

Other Soil Tests

Liquid Limit 21.2

Plastic Limit 14.5







Clay (Minus10) 18.9

Silt (Minus10) 36.6

Sand (Minus10) 44.5

AASHTO Group A-4

Group Index 1


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 99.9

#4 (4.75 mm) 98.8

#10 (2.00 mm) 95.7

#20 (850 um) 92.3

#40 (425 um) 84.5

#60 (250 um) 73.4

#100 (150 um) 62.4

#200 (75 um) 53.1

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 11/28/2016 14:51Ver.# 1


CO-SS16-0374

8208-38

10/20/2016

C. FERN





Hydrometer Analysis

2 min 71. 23.5 0.033567 34.6

5 min 71. 23.0 0.021315 33.7

15 min 71. 20.0 0.012550 27.9

30 min 71. 19.0 0.008942 25.9

60 min 71. 18.0 0.006347 24.0

250 min 71. 16.0 0.003156 20.1

24 hr 71. 14.0 0.001329 16.3


Liquid Limit

No. Blows 27 18

Wet + Can 25.22 26.92

Dry + Can 23.34 24.67

Can 14.46 14.39

Liquid Limit 21.2

Particle Size

%Particle




18.9 Clay (Minus10)

36.6 Silt (Minus10)

44.5 Sand (Minus10)

WeightContent Type


Air Dry + Can 34.97


Can 14.31

Corr. Factor 0.991


Plastic Limit

18.90 18.53Wet + Can

18.36 18.01Dry + Can

14.6 14.5Can

14.5Plastic Limit

6.7Plasticity 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 11/28/2016 14:51Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

10/20/2016

10/26/2016

7010

10.5-15.0

G, PI

10.5-15.0

ResultTest

Other Soil Tests

Liquid Limit 20.6

Plastic Limit 15.3







Clay (Minus10) 16.2

Silt (Minus10) 44.9

Sand (Minus10) 39

AASHTO Group A-4

Group Index 0


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) 97.8

#20 (850 um) 94.0

#40 (425 um) 88.4

#60 (250 um) 79.9

#100 (150 um) 70.2

#200 (75 um) 59.7

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 11/28/2016 14:54Ver.# 1


CO-SS16-0375

8208-38

10/20/2016

C. FERN





Hydrometer Analysis

2 min 71. 23.5 0.033567 38.2

5 min 71. 21.5 0.021485 34.2

15 min 71. 18.5 0.012694 28.3

30 min 71. 17.0 0.009043 25.3

60 min 71. 15.5 0.006442 22.4

250 min 71. 13.0 0.003213 17.4

24 hr 71. 11.5 0.001343 14.5


Liquid Limit

No. Blows 26 18

Wet + Can 24.93 27.86

Dry + Can 23.17 25.47

Can 14.60 14.28

Liquid Limit 20.6

Particle Size

%Particle




16.2 Clay (Minus10)

44.9 Silt (Minus10)

39 Sand (Minus10)

WeightContent Type


Air Dry + Can 37.10


Can 14.39

Corr. Factor 0.990


Plastic Limit

17.91 18.43Wet + Can

17.43 17.87Dry + Can

14.2 14.4Can

15.3Plastic Limit

5.3Plasticity 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 11/28/2016 14:54Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

10/20/2016

10/26/2016

7011

1.75-10.0

G, PI

1.75-10.0

ResultTest

Other Soil Tests

Liquid Limit 20.5

Plastic Limit 14.9







Clay (Minus10) 16.4

Silt (Minus10) 44

Sand (Minus10) 39.7

AASHTO Group A-4

Group Index 1


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 100.0

#4 (4.75 mm) 99.5

#10 (2.00 mm) 97.6

#20 (850 um) 94.4

#40 (425 um) 88.7

#60 (250 um) 80.6

#100 (150 um) 70.3

#200 (75 um) 58.9

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 11/28/2016 14:56Ver.# 1


CO-SS16-0376

8208-38

10/20/2016

C. FERN





Hydrometer Analysis

2 min 71. 24.5 0.033567 38.9

5 min 71. 22.0 0.021485 33.9

15 min 71. 19.0 0.012646 28.0

30 min 71. 17.5 0.008976 25.1

60 min 71. 16.0 0.006442 22.1

250 min 71. 14.0 0.003190 18.2

24 hr 71. 12.0 0.001343 14.2


Liquid Limit

No. Blows 28 20

Wet + Can 29.73 30.97

Dry + Can 27.17 28.06

Can 14.46 14.31

Liquid Limit 20.5

Particle Size

%Particle




16.4 Clay (Minus10)

44 Silt (Minus10)

39.7 Sand (Minus10)

WeightContent Type


Air Dry + Can 35.82


Can 14.37

Corr. Factor 0.991


Plastic Limit

18.30 18.15Wet + Can

17.77 17.67Dry + Can

14.2 14.4Can

14.9Plastic Limit

5.6Plasticity 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 11/28/2016 14:56Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

10/19/2016

10/26/2016

7012

2.25-3.75

G, PI

2.25-3.75

ResultTest

Other Soil Tests

Liquid Limit 33.8

Plastic Limit 21.4


Mn\DOT Class (Entire Sample) CL




Mn\DOT Class (Minus 10) SiCL

Clay (Minus10) 26.6

Silt (Minus10) 52.5

Sand (Minus10) 20.8

AASHTO Group A-6

Group Index 8


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 99.6

#4 (4.75 mm) 98.5

#10 (2.00 mm) 90.2

#20 (850 um) 88.9

#40 (425 um) 85.8

#60 (250 um) 80.8

#100 (150 um) 75.3

#200 (75 um) 71.4

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 11/28/2016 14:57Ver.# 1


CO-SS16-0377

8208-38

10/19/2016

C. FERN





Hydrometer Analysis

2 min 71. 32.0 0.031759 51.2

5 min 71. 28.0 0.020622 43.8

15 min 71. 24.0 0.012257 36.5

30 min 71. 22.0 0.008771 32.8

60 min 71. 20.0 0.006275 29.1

250 min 71. 18.0 0.003109 25.4

24 hr 71. 16.5 0.001315 22.7


Liquid Limit

No. Blows 33 26

Wet + Can 25.48 30.07

Dry + Can 22.74 26.18

Can 14.39 14.54

Liquid Limit 33.8

Particle Size

%Particle




26.6 Clay (Minus10)

52.5 Silt (Minus10)

20.8 Sand (Minus10)

WeightContent Type


Air Dry + Can 34.47


Can 14.27

Corr. Factor 0.980


Plastic Limit

18.66 17.65Wet + Can

17.93 17.05Dry + Can

14.5 14.2Can

21.4Plastic Limit

12.4Plasticity Index

20

30

40

50

60

70

80

90

100

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

iner

Th

an

Percent Finer

Page 2 of 2 11/28/2016 14:57Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

10/31/2016

11/2/2016

7013

G, PI

7.0 - 10.0

ResultTest

Other Soil Tests

Liquid Limit 0.0

Plastic Limit 0.0


Mn\DOT Class (Entire Sample) LFS




Mn\DOT Class (Minus 10) LS

Clay (Minus10) 4.6

Silt (Minus10) 11.7

Sand (Minus10) 83.6

AASHTO Group A-2-4

Group Index 0


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) 99.7

#10 (2.00 mm) 99.0

#20 (850 um) 97.7

#40 (425 um) 95.3

#60 (250 um) 84.6

#100 (150 um) 35.7

#200 (75 um) 16.2

Test Comments:


Copies To:

STEVE ADAMSKY

c. fern

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 11/29/2016 8:57Ver.# 1


CO-SS16-0379

8208-38

10/31/2016

C. FERN

11/2/2016Sample ID:




Hydrometer Analysis

2 min 71. 9.0 0.036672 7.6

5 min 71. 8.0 0.023349 5.6

15 min 71. 8.0 0.013481 5.6

30 min 71. 8.0 0.009532 5.6

60 min 71. 8.0 0.006740 5.6

250 min 71. 7.5 0.003302 4.6

24 hr 71. 7.5 0.001376 4.6


Liquid Limit

Liquid Limit 0.0

Particle Size

%Particle




4.6 Clay (Minus10)

11.7 Silt (Minus10)

83.6 Sand (Minus10)

WeightContent Type


Air Dry + Can 37.11


Can 14.48

Corr. Factor 0.996


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 11/29/2016 8:57Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

10/31/2016

11/2/2016

7014

G, PI

3.0-5.5

ResultTest

Other Soil Tests

Liquid Limit 0.0

Plastic Limit 0.0







Clay (Minus10) 10.4

Silt (Minus10) 19.9

Sand (Minus10) 69.7

AASHTO Group A-2-4

Group Index 0


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) 88.7

#10 (2.00 mm) 77.8

#20 (850 um) 71.0

#40 (425 um) 59.5

#60 (250 um) 43.8

#100 (150 um) 31.2

#200 (75 um) 23.6

Test Comments:


Copies To:

STEVE ADAMSKY

c. fern

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 11/29/2016 8:59Ver.# 1


CO-SS16-0380

8208-38

10/31/2016

C. FERN

11/2/2016Sample ID:




Hydrometer Analysis

2 min 71. 15.0 0.035411 16.3

5 min 71. 14.0 0.022558 14.8

15 min 71. 13.0 0.013116 13.2

30 min 71. 12.0 0.009307 11.6

60 min 71. 11.5 0.006581 10.8

250 min 71. 10.0 0.003269 8.5

24 hr 71. 9.5 0.001362 7.7


Liquid Limit

Liquid Limit 0.0

Particle Size

%Particle




10.4 Clay (Minus10)

19.9 Silt (Minus10)

69.7 Sand (Minus10)

WeightContent Type


Air Dry + Can 36.54


Can 14.42

Corr. Factor 0.994


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 11/29/2016 8:59Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

10/31/2016

11/2/2016

7015

G, PI

5.0-10.0

ResultTest

Other Soil Tests

Liquid Limit 19.5

Plastic Limit 13.8







Clay (Minus10) 14.1

Silt (Minus10) 44.6

Sand (Minus10) 41.3

AASHTO Group A-4

Group Index 0


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 100.0

#4 (4.75 mm) 99.5

#10 (2.00 mm) 97.1

#20 (850 um) 92.9

#40 (425 um) 86.5

#60 (250 um) 77.5

#100 (150 um) 67.7

#200 (75 um) 57.0

Test Comments:


Copies To:

STEVE ADAMSKY

c. fern

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 11/29/2016 9:04Ver.# 1


CO-SS16-0381

8208-38

10/31/2016

C. FERN

11/2/2016Sample ID:




Hydrometer Analysis

2 min 71. 23.0 0.033702 36.9

5 min 71. 20.0 0.021737 31.0

15 min 71. 17.0 0.012789 25.1

30 min 71. 15.5 0.009110 22.2

60 min 71. 14.0 0.006512 19.2

250 min 71. 12.0 0.003224 15.3

24 hr 71. 10.5 0.001362 12.4


Liquid Limit

No. Blows 30 17

Wet + Can 24.02 23.74

Dry + Can 22.49 22.16

Can 14.49 14.40

Liquid Limit 19.5

Particle Size

%Particle




14.1 Clay (Minus10)

44.6 Silt (Minus10)

41.3 Sand (Minus10)

WeightContent Type


Air Dry + Can 35.31


Can 14.57

Corr. Factor 0.991


Plastic Limit

18.34 18.91Wet + Can

17.86 18.39Dry + Can

14.4 14.6Can

13.8Plastic Limit

5.7Plasticity 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 11/29/2016 9:04Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

10/31/2016

11/2/2016

7017

G, PI

2.5-7.5

ResultTest

Other Soil Tests

Liquid Limit 18.7

Plastic Limit 12.8







Clay (Minus10) 13.4

Silt (Minus10) 29.7

Sand (Minus10) 56.9

AASHTO Group A-4

Group Index 0


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 99.6

#4 (4.75 mm) 96.3

#10 (2.00 mm) 92.6

#20 (850 um) 88.3

#40 (425 um) 78.7

#60 (250 um) 62.9

#100 (150 um) 48.4

#200 (75 um) 39.9

Test Comments:


Copies To:

STEVE ADAMSKY

c. fern

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 11/29/2016 9:26Ver.# 1


CO-SS16-0382

8208-38

10/31/2016

C. FERN

11/2/2016Sample ID:




Hydrometer Analysis

2 min 71. 20.5 0.034369 26.1

5 min 71. 19.5 0.021737 24.2

15 min 71. 17.0 0.012789 19.5

30 min 71. 16.0 0.009110 17.7

60 min 71. 15.5 0.006442 16.7

250 min 71. 14.0 0.003190 13.9

24 hr 71. 12.5 0.001343 11.1


Liquid Limit

No. Blows 29 16

Wet + Can 23.82 26.18

Dry + Can 22.31 24.26

Can 14.22 14.37

Liquid Limit 18.7

Particle Size

%Particle




13.4 Clay (Minus10)

29.7 Silt (Minus10)

56.9 Sand (Minus10)

WeightContent Type


Air Dry + Can 36.97


Can 14.41

Corr. Factor 0.989


Plastic Limit

18.32 18.98Wet + Can

17.86 18.47Dry + Can

14.3 14.5Can

12.8Plastic Limit

5.9Plasticity 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 11/29/2016 9:26Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

11/1/2016

11/2/2016

7019

G, PI

2.0-5.0

ResultTest

Other Soil Tests

Liquid Limit 0.0

Plastic Limit 0.0


Mn\DOT Class (Entire Sample) GrSL





Clay (Minus10) 11.8

Silt (Minus10) 42.5

Sand (Minus10) 45.7

AASHTO Group A-4

Group Index 0


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 93.2

#4 (4.75 mm) 78.6

#10 (2.00 mm) 65.2

#20 (850 um) 52.7

#40 (425 um) 45.9

#60 (250 um) 42.3

#100 (150 um) 39.2

#200 (75 um) 35.4

Test Comments:


Copies To:

STEVE ADAMSKY

c. fern

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 11/29/2016 9:27Ver.# 1


CO-SS16-0383

8208-38

11/1/2016

C. FERN

11/2/2016Sample ID:




Hydrometer Analysis

2 min 71. 18.5 0.034764 19.6

5 min 71. 16.5 0.022315 17.0

15 min 71. 14.0 0.013024 13.7

30 min 71. 13.0 0.009275 12.4

60 min 71. 12.0 0.006581 11.1

250 min 71. 10.0 0.003269 8.5

24 hr 71. 9.0 0.001367 7.1


Liquid Limit

Liquid Limit 0.0

Particle Size

%Particle




11.8 Clay (Minus10)

42.5 Silt (Minus10)

45.7 Sand (Minus10)

WeightContent Type


Air Dry + Can 37.73


Can 14.45

Corr. Factor 0.997


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 11/29/2016 9:27Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

11/1/2016

11/2/2016

7021

G, PI

2.5-10.0

ResultTest

Other Soil Tests

Liquid Limit 18.3

Plastic Limit 12.1







Clay (Minus10) 12.4

Silt (Minus10) 29.9

Sand (Minus10) 57.7

AASHTO Group A-4

Group Index 0


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) 97.9

#10 (2.00 mm) 95.3

#20 (850 um) 91.4

#40 (425 um) 79.3

#60 (250 um) 61.1

#100 (150 um) 48.1

#200 (75 um) 40.3

Test Comments:


Copies To:

STEVE ADAMSKY

c. fern

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 11/29/2016 9:29Ver.# 1


CO-SS16-0384

8208-38

11/1/2016

C. FERN

11/2/2016Sample ID:




Hydrometer Analysis

2 min 71. 20.5 0.034369 26.8

5 min 71. 20.0 0.021737 25.9

15 min 71. 18.0 0.012694 22.0

30 min 71. 16.5 0.009110 19.1

60 min 71. 15.5 0.006442 17.2

250 min 71. 13.5 0.003190 13.3

24 hr 71. 12.0 0.001343 10.5


Liquid Limit

No. Blows 27 17

Wet + Can 25.27 24.27

Dry + Can 23.55 22.69

Can 14.14 14.38

Liquid Limit 18.3

Particle Size

%Particle




12.4 Clay (Minus10)

29.9 Silt (Minus10)

57.7 Sand (Minus10)

WeightContent Type


Air Dry + Can 36.18


Can 14.50

Corr. Factor 0.989


Plastic Limit

18.73 17.79Wet + Can

18.30 17.40Dry + Can

14.6 14.3Can

12.1Plastic Limit

6.2Plasticity 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 11/29/2016 9:29Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

12/14/2016

12/22/2016

7024

BACKSLOPE

G, PI

5.5-12.5

ResultTest

Other Soil Tests

Liquid Limit 24.8

Plastic Limit 14.7






Mn\DOT Class (Minus 10) CL

Clay (Minus10) 22.3

Silt (Minus10) 31

Sand (Minus10) 46.8

AASHTO Group A-6

Group Index 2


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) 99.2

#10 (2.00 mm) 97.7

#20 (850 um) 93.2

#40 (425 um) 85.1

#60 (250 um) 72.6

#100 (150 um) 61.0

#200 (75 um) 52.0

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

ANDREW SHINNEFIELD

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 1/11/2017 9:27Ver.# 1


CO-SS16-0422

8208-38

12/14/2016

C. FERN





Hydrometer Analysis

2 min 69. 28.0 0.033019 45.7

5 min 69. 24.5 0.021498 38.7

15 min 69. 21.5 0.012561 32.8

30 min 69. 20.5 0.008987 30.8

60 min 69. 19.0 0.006403 27.8

250 min 69. 17.0 0.003172 23.9

24 hr 69. 15.0 0.001336 19.9


Liquid Limit

No. Blows 26 17

Wet + Can 24.15 23.93

Dry + Can 22.21 21.98

Can 14.53 14.27

Liquid Limit 24.8

Particle Size

%Particle




22.3 Clay (Minus10)

31 Silt (Minus10)

46.8 Sand (Minus10)

WeightContent Type


Air Dry + Can 36.65


Can 14.09

Corr. Factor 0.988


Plastic Limit

18.26 17.84Wet + Can

17.74 17.38Dry + Can

14.1 14.3Can

14.7Plastic Limit


10

20

30

40

50

60

70

80

90

100

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

iner

Th

an

Percent Finer

Page 2 of 2 1/11/2017 9:27Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

12/14/2016

12/22/2016

7024

BACKSLOPE

G, PI

12.5-14.0

ResultTest

Other Soil Tests

Liquid Limit 40.7

Plastic Limit 18.5


Mn\DOT Class (Entire Sample) C




Mn\DOT Class (Minus 10) C

Clay (Minus10) 37.9

Silt (Minus10) 36

Sand (Minus10) 26.1

AASHTO Group A-7-6

Group Index 15


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 99.9

#4 (4.75 mm) 99.2

#10 (2.00 mm) 97.8

#20 (850 um) 92.6

#40 (425 um) 84.2

#60 (250 um) 78.4

#100 (150 um) 75.0

#200 (75 um) 72.3

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

ANDREW SHINNEFIELD

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 1/11/2017 9:29Ver.# 1


CO-SS16-0423

8208-38

12/14/2016

C. FERN





Hydrometer Analysis

2 min 69. 39.5 0.030064 69.8

5 min 69. 36.5 0.019689 63.9

15 min 69. 31.0 0.011796 52.9

30 min 69. 28.5 0.008525 48.0

60 min 69. 27.5 0.006028 46.0

250 min 69. 24.5 0.003040 40.0

24 hr 69. 21.5 0.001282 34.0


Liquid Limit

No. Blows 29 24

Wet + Can 23.60 25.90

Dry + Can 21.00 22.52

Can 14.36 14.42

Liquid Limit 40.7

Particle Size

%Particle




37.9 Clay (Minus10)

36 Silt (Minus10)

26.1 Sand (Minus10)

WeightContent Type


Air Dry + Can 32.29


Can 14.57

Corr. Factor 0.983


Plastic Limit

17.71 17.70Wet + Can

17.16 17.20Dry + Can

14.2 14.5Can

18.5Plastic Limit


30

40

50

60

70

80

90

100

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

iner

Th

an

Percent Finer

Page 2 of 2 1/11/2017 9:29Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

12/14/2016

12/22/2016

7024

BACKSLOPE

G, PI

16.0-20.0

ResultTest

Other Soil Tests

Liquid Limit 61.2

Plastic Limit 24.7







Clay (Minus10) 56.9

Silt (Minus10) 36.2

Sand (Minus10) 6.9

AASHTO Group A-7-6

Group Index 38


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) 98.9

#40 (425 um) 97.6

#60 (250 um) 96.1

#100 (150 um) 94.7

#200 (75 um) 93.0

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

ANDREW SHINNEFIELD

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 1/18/2017 7:30Ver.# 1


CO-SS16-0424

8208-38

12/14/2016

C. FERN





Hydrometer Analysis

2 min 69. 49.0 0.027810 89.2

5 min 69. 46.0 0.018111 83.1

15 min 69. 42.5 0.010807 75.9

30 min 69. 41.0 0.007722 72.9

60 min 69. 39.0 0.005545 68.8

250 min 69. 35.0 0.002811 60.6

24 hr 69. 30.5 0.001215 51.4


Liquid Limit

No. Blows 35 26

Wet + Can 23.28 22.78

Dry + Can 19.99 19.57

Can 14.52 14.17

Liquid Limit 61.2

Particle Size

%Particle




56.9 Clay (Minus10)

36.2 Silt (Minus10)

6.9 Sand (Minus10)

WeightContent Type


Air Dry + Can 33.75


Can 14.38

Corr. Factor 0.976


Plastic Limit

17.97 17.75Wet + Can

17.26 17.08Dry + Can

14.4 14.4Can

24.7Plastic Limit


50

60

70

80

90

100

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

iner

Th

an

Percent Finer

Page 2 of 2 1/18/2017 7:30Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

12/14/2016

12/22/2016

7025

BACKSLOPE

G, PI

14.0-16.0

ResultTest

Other Soil Tests

Liquid Limit 32.9

Plastic Limit 19.5







Clay (Minus10) 34.9

Silt (Minus10) 46

Sand (Minus10) 19.1

AASHTO Group A-6

Group Index 9


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) 99.7

#10 (2.00 mm) 97.6

#20 (850 um) 92.5

#40 (425 um) 88.5

#60 (250 um) 85.4

#100 (150 um) 82.5

#200 (75 um) 79.0

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

ANDREW SHINNEFIELD

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 1/18/2017 7:34Ver.# 1


CO-SS16-0425

8208-38

12/14/2016

C. FERN





Hydrometer Analysis

2 min 69. 41.0 0.029909 70.5

5 min 69. 40.0 0.019014 68.5

15 min 69. 36.0 0.011367 60.6

30 min 69. 33.5 0.008153 55.7

60 min 69. 31.0 0.005898 50.7

250 min 69. 25.5 0.002991 39.8

24 hr 69. 19.5 0.001297 27.9


Liquid Limit

No. Blows 24 16

Wet + Can 24.97 24.43

Dry + Can 22.37 21.87

Can 14.57 14.45

Liquid Limit 32.9

Particle Size

%Particle




34.9 Clay (Minus10)

46 Silt (Minus10)

19.1 Sand (Minus10)

WeightContent Type


Air Dry + Can 34.99


Can 14.50

Corr. Factor 0.986


Plastic Limit

17.97 17.19Wet + Can

17.37 16.68Dry + Can

14.2 14.1Can

19.5Plastic Limit


20

30

40

50

60

70

80

90

100

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

iner

Th

an

Percent Finer

Page 2 of 2 1/18/2017 7:34Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

11/9/2016

11/10/2016

7032P

2.0-6.0

G

2.0-6.0

ResultTest

Other Soil Tests






Clay (Minus10) 20.9

Silt (Minus10) 38.8

Sand (Minus10) 40.3


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) 97.7

#20 (850 um) 95.0

#40 (425 um) 87.2

#60 (250 um) 75.2

#100 (150 um) 65.3

#200 (75 um) 58.3

Test Comments:


Copies To:

STEVE ADAMSKY

CHARLIE FERN

Report Approved By:

Charge Out: 1037, 1038

Page 1 of 2 12/7/2016 10:49Ver.# 1


CO-SS16-0398

8208-38

11/9/2016

C. FERN





Hydrometer Analysis

2 min 69. 28.0 0.033019 46.9

5 min 69. 25.0 0.021324 41.0

15 min 69. 22.0 0.012561 35.0

30 min 69. 20.5 0.008987 32.0

60 min 69. 19.0 0.006403 29.0

250 min 69. 16.0 0.003196 23.1

24 hr 69. 13.5 0.001346 18.1


Liquid Limit Particle Size

%Particle




20.9 Clay (Minus10)

38.8 Silt (Minus10)

40.3 Sand (Minus10)

WeightContent Type


Air Dry + Can 35.99


Can 14.52

Corr. Factor 0.983


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 12/7/2016 10:49Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

11/9/2016

11/10/2016

7032P

6.0-9.0

G

6.0-9.0

ResultTest

Other Soil Tests

Mn\DOT Class (Entire Sample) SCL





Clay (Minus10) 21.3

Silt (Minus10) 29

Sand (Minus10) 49.6


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 100.0

#4 (4.75 mm) 99.5

#10 (2.00 mm) 97.5

#20 (850 um) 94.1

#40 (425 um) 84.5

#60 (250 um) 69.6

#100 (150 um) 57.3

#200 (75 um) 49.1

Test Comments:


Copies To:

STEVE ADAMSKY

CHARLIE FERN

Report Approved By:


Page 1 of 2 12/13/2016 15:02Ver.# 1


CO-SS16-0399

8208-38

11/9/2016

C. FERN





Hydrometer Analysis

2 min 69. 24.5 0.033992 39.7

5 min 69. 22.5 0.021757 35.8

15 min 69. 21.0 0.012660 32.8

30 min 69. 19.0 0.009055 28.8

60 min 69. 18.0 0.006427 26.9

250 min 69. 16.0 0.003196 22.9

24 hr 69. 14.0 0.001346 19.0



%Particle




21.3 Clay (Minus10)

29 Silt (Minus10)

49.6 Sand (Minus10)

WeightContent Type


Air Dry + Can 35.38


Can 14.27

Corr. Factor 0.987


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 12/13/2016 15:02Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

11/9/2016

11/10/2016

7032P

9.0-20.0

G

9.0-20.0

ResultTest

Other Soil Tests






Clay (Minus10) 19.2

Silt (Minus10) 27

Sand (Minus10) 53.9


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 99.5

#4 (4.75 mm) 97.7

#10 (2.00 mm) 95.6

#20 (850 um) 91.2

#40 (425 um) 81.0

#60 (250 um) 66.3

#100 (150 um) 53.2

#200 (75 um) 44.1

Test Comments:


Copies To:

STEVE ADAMSKY

CHARLIE FERN

Report Approved By:


Page 1 of 2 12/13/2016 15:03Ver.# 1


CO-SS16-0400

8208-38

11/9/2016

C. FERN





Hydrometer Analysis

2 min 69. 24.0 0.033992 37.0

5 min 69. 22.0 0.021757 33.1

15 min 69. 20.0 0.012709 29.2

30 min 69. 18.5 0.009090 26.3

60 min 69. 17.5 0.006427 24.4

250 min 69. 15.5 0.003196 20.5

24 hr 69. 13.5 0.001346 16.6



%Particle




19.2 Clay (Minus10)

27 Silt (Minus10)

53.9 Sand (Minus10)

WeightContent Type


Air Dry + Can 33.94


Can 14.35

Corr. Factor 0.987


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 12/13/2016 15:03Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

C. FERN

STEVE ADAMSKY

11/14/2016

11/16/2016

7034P

0.25-2.5

G, PI

ResultTest

Other Soil Tests

Liquid Limit 35.8

Plastic Limit 23.1







Clay (Minus10) 26.1

Silt (Minus10) 50.1

Sand (Minus10) 23.7

AASHTO Group A-6

Group Index 9


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 99.5

#4 (4.75 mm) 98.9

#10 (2.00 mm) 98.2

#20 (850 um) 95.7

#40 (425 um) 88.8

#60 (250 um) 81.5

#100 (150 um) 77.3

#200 (75 um) 74.9

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 12/19/2016 11:07Ver.# 1


CO-SS16-0402

8208-38

11/14/2016

C. FERN





Hydrometer Analysis

2 min 69. 32.5 0.032161 54.2

5 min 69. 28.5 0.020883 46.2

15 min 69. 24.5 0.012412 38.2

30 min 69. 22.5 0.008882 34.2

60 min 69. 21.0 0.006330 31.2

250 min 69. 19.5 0.003113 28.2

24 hr 69. 17.0 0.001322 23.2


Liquid Limit

No. Blows 24 21

Wet + Can 24.98 23.77

Dry + Can 22.13 21.21

Can 14.37 14.16

Liquid Limit 35.8

Particle Size

%Particle




26.1 Clay (Minus10)

50.1 Silt (Minus10)

23.7 Sand (Minus10)

WeightContent Type


Air Dry + Can 31.84


Can 14.34

Corr. Factor 0.981


Plastic Limit

18.26 17.71Wet + Can

17.52 17.09Dry + Can

14.3 14.4Can

23.1Plastic Limit


20

30

40

50

60

70

80

90

100

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

iner

Th

an

Percent Finer

Page 2 of 2 12/19/2016 11:07Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

C. FERN

STEVE ADAMSKY

11/14/2016

11/16/2016

7034P

10.0-14.0

G, PI

ResultTest

Other Soil Tests

Liquid Limit 27.2

Plastic Limit 19.1


Mn\DOT Class (Entire Sample) SiCL





Clay (Minus10) 24.4

Silt (Minus10) 71.4

Sand (Minus10) 4.2

AASHTO Group A-4

Group Index 7


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) 99.7

#20 (850 um) 99.1

#40 (425 um) 98.3

#60 (250 um) 97.4

#100 (150 um) 96.5

#200 (75 um) 95.5

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 12/19/2016 11:06Ver.# 1


CO-SS16-0401

8208-38

11/14/2016

C. FERN





Hydrometer Analysis

2 min 69. 44.0 0.029120 80.5

5 min 69. 38.5 0.019403 69.3

15 min 69. 33.0 0.011637 58.1

30 min 69. 29.0 0.008452 50.0

60 min 69. 25.0 0.006156 41.9

250 min 69. 19.0 0.003137 29.7

24 hr 69. 14.0 0.001346 19.5


Liquid Limit

No. Blows 29 19

Wet + Can 27.09 25.73

Dry + Can 24.40 23.20

Can 14.37 14.20

Liquid Limit 27.2

Particle Size

%Particle




24.4 Clay (Minus10)

71.4 Silt (Minus10)

4.2 Sand (Minus10)

WeightContent Type


Air Dry + Can 33.95


Can 14.18

Corr. Factor 0.981


Plastic Limit

18.31 17.85Wet + Can

17.69 17.28Dry + Can

14.4 14.3Can

19.1Plastic Limit

8.2Plasticity Index

10

20

30

40

50

60

70

80

90

100

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

iner

Th

an

Percent Finer

Page 2 of 2 12/19/2016 11:06Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

12/21/2016

12/22/2016

7036

G, PI, ORG

0.0-4.0

ResultTest

Other Soil Tests

Liquid Limit 39.5

Plastic Limit 25.8


Mn\DOT Class (Entire Sample) SiCL





Clay (Minus10) 26.8

Silt (Minus10) 55.5

Sand (Minus10) 17.8

AASHTO Group A-6

Group Index 12

Percent Organic 7


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 99.5

#4 (4.75 mm) 99.3

#10 (2.00 mm) 99.0

#20 (850 um) 96.9

#40 (425 um) 92.7

#60 (250 um) 87.8

#100 (150 um) 84.2

#200 (75 um) 81.4

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:

Charge Out: 1037, 1038, 1041, 1150

Page 1 of 2 1/18/2017 7:36Ver.# 1


CO-SS16-0426

8208-38

12/21/2016

C. FERN





Hydrometer Analysis

2 min 69. 39.0 0.030373 67.1

5 min 69. 33.0 0.020156 54.9

15 min 69. 27.5 0.012057 43.8

30 min 69. 26.0 0.008634 40.8

60 min 69. 24.0 0.006206 36.7

250 min 69. 21.0 0.003101 30.7

24 hr 69. 17.0 0.001322 22.6


Liquid Limit

No. Blows 23 17

Wet + Can 22.79 22.86

Dry + Can 20.40 20.39

Can 14.37 14.45

Liquid Limit 39.5

Particle Size

%Particle




26.8 Clay (Minus10)

55.5 Silt (Minus10)

17.8 Sand (Minus10)

WeightContent Type


Air Dry + Can 31.93


Can 14.11

Corr. Factor 0.978


Plastic Limit

17.95 17.99Wet + Can

17.24 17.25Dry + Can

14.5 14.4Can

25.8Plastic Limit


20

30

40

50

60

70

80

90

100

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

iner

Th

an

Percent Finer

Page 2 of 2 1/18/2017 7:36Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

12/21/2016

12/22/2016

7037

G, PI

1.25-5.5

ResultTest

Other Soil Tests

Liquid Limit 41.0

Plastic Limit 25.6


Mn\DOT Class (Entire Sample) SiC




Mn\DOT Class (Minus 10) SiC

Clay (Minus10) 30.4

Silt (Minus10) 66.8

Sand (Minus10) 2.9

AASHTO Group A-7-6

Group Index 17


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) 99.4

#60 (250 um) 98.7

#100 (150 um) 98.1

#200 (75 um) 97.1

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 1/18/2017 7:37Ver.# 1


CO-SS16-0427

8208-38

12/21/2016

C. FERN





Hydrometer Analysis

2 min 69. 42.5 0.029596 78.1

5 min 69. 35.5 0.019689 63.8

15 min 69. 29.0 0.011953 50.4

30 min 69. 26.0 0.008634 44.3

60 min 69. 24.0 0.006206 40.2

250 min 69. 21.0 0.003101 34.0

24 hr 69. 17.5 0.001312 26.9


Liquid Limit

No. Blows 22 16

Wet + Can 22.40 23.81

Dry + Can 19.98 20.98

Can 14.23 14.38

Liquid Limit 41.0

Particle Size

%Particle




30.4 Clay (Minus10)

66.8 Silt (Minus10)

2.9 Sand (Minus10)

WeightContent Type


Air Dry + Can 30.93


Can 14.33

Corr. Factor 0.976


Plastic Limit

17.70 17.99Wet + Can

16.95 17.22Dry + Can

14.0 14.3Can

25.6Plastic Limit


20

30

40

50

60

70

80

90

100

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

iner

Th

an

Percent Finer

Page 2 of 2 1/18/2017 7:37Ver.# 1



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

12/21/2016

12/22/2016

7037

G

5.5-9.5

ResultTest

Other Soil Tests

Liquid Limit 23.5

Plastic Limit 19.0







Clay (Minus10) 19.5

Silt (Minus10) 48.8

Sand (Minus10) 31.7

AASHTO Group A-4

Group Index 1


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) 99.7

#10 (2.00 mm) 98.1

#20 (850 um) 93.0

#40 (425 um) 86.2

#60 (250 um) 79.6

#100 (150 um) 74.2

#200 (75 um) 67.0

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 1/24/2017 11:23Ver.# 2


CO-SS16-0429

8208-38

12/21/2016

C. FERN





Hydrometer Analysis

2 min 69. 29.0 0.032735 48.7

5 min 69. 26.5 0.021149 43.8

15 min 69. 24.0 0.012412 38.8

30 min 69. 22.0 0.008882 34.9

60 min 69. 20.5 0.006354 31.9

250 min 69. 16.5 0.003196 24.0

24 hr 69. 12.0 0.001360 15.1


Liquid Limit

No. Blows 22 17

Wet + Can 25.81 27.11

Dry + Can 23.60 24.60

Can 14.35 14.42

Liquid Limit 23.5

Particle Size

%Particle




19.5 Clay (Minus10)

48.8 Silt (Minus10)

31.7 Sand (Minus10)

WeightContent Type


Air Dry + Can 32.44


Can 14.33

Corr. Factor 0.991


Plastic Limit

17.95 18.38Wet + Can

17.38 17.75Dry + Can

14.4 14.4Can

19.0Plastic Limit

4.5Plasticity 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 11:23Ver.# 2



1400 Gervais Avenue

Maplewood, MN 55109




Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

Depth (ft.):

Field ID:


Date Sampled:

Date Received:

8208-38

95

C. FERN

STEVE ADAMSKY

12/21/2016

12/22/2016

7037

G

12.0-20.0

ResultTest

Other Soil Tests

Mn\DOT Class (Entire Sample) FSL





Clay (Minus10) 8.8

Silt (Minus10) 15.6

Sand (Minus10) 75.5


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) 78.1

#60 (250 um) 41.7

#100 (150 um) 38.5

#200 (75 um) 24.5

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:


Page 1 of 2 1/18/2017 7:38Ver.# 1


CO-SS16-0428

8208-38

12/21/2016

C. FERN





Hydrometer Analysis

2 min 69. 12.0 0.036504 14.2

5 min 69. 12.0 0.023087 14.2

15 min 69. 12.0 0.013329 14.2

30 min 69. 11.5 0.009425 13.2

60 min 69. 11.5 0.006665 13.2

250 min 69. 10.5 0.003310 11.2

24 hr 69. 8.5 0.001393 7.2



%Particle




8.8 Clay (Minus10)

15.6 Silt (Minus10)

75.5 Sand (Minus10)

WeightContent Type


Air Dry + Can 35.81


Can 14.41

Corr. Factor 0.998


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 1/18/2017 7:38Ver.# 1

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