Minnesota Department of Transportation Test Report on … · 2017-11-02 · Test Report on Sample...

12/1/2016 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-SS16-0386Sample 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

10/24/2016

11/8/2016

7001

2.0-5.0

G

2.0-5.0

ResultTest

Other Soil Tests

Mn\DOT Class (Entire Sample) FSL

Clay (Entire Sample) 6.2

Silt (Entire Sample) 20.1

S & G (Entire Sample) 73.7

Mn\DOT Class (Minus 10) SL

Clay (Minus10) 6.8

Silt (Minus10) 22

Sand (Minus10) 71.3

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) 98.2

#4 (4.75 mm) 96.2

#10 (2.00 mm) 91.5

#20 (850 um) 87.5

#40 (425 um) 79.3

#60 (250 um) 64.5

#100 (150 um) 44.8

#200 (75 um) 26.3

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

D. Malchow

Report Approved By:

Charge Out: 1037, 1038

of 2 12/1/2016 8:07Ver.# 1

Minnesota Department of TransportationSubSoil Sample Worksheet

CO-SS16-0386

1921-094

10/24/2016

D. MALCHOW

11/8/2016Sample ID:

Date Received:Date Sampled:

Submitted By:Project Number:

% FinerSize (mm)ReadTempTime

Hydrometer Analysis

2 min 69. 14.0 0.036119 15.0

5 min 69. 13.0 0.023006 13.1

15 min 69. 11.5 0.013329 10.4

30 min 69. 10.5 0.009556 8.5

60 min 69. 10.0 0.006757 7.6

250 min 69. 9.5 0.003310 6.7

24 hr 69. 9.0 0.001384 5.8

Weight 2Weight 1Type

Liquid Limit Particle Size

%Particle

6.2 Clay (Entire Sample)

20.1 Silt (Entire Sample)

73.7 S & G (Entire Sample)

6.8 Clay (Minus10)

22 Silt (Minus10)

71.3 Sand (Minus10)

WeightContent Type

Hygroscopic Moisture

Air Dry + Can 34.67

Oven Dry + Can 34.57

Can 14.43

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

of 2 12/1/2016 8:07Ver.# 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

10/24/2016

11/8/2016

7002

1.0-6.0

G

ResultTest

Other Soil Tests

Mn\DOT Class (Entire Sample) LFS




Mn\DOT Class (Minus 10) LS

Clay (Minus10) 5.3

Silt (Minus10) 10.9

Sand (Minus10) 83.9


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 99.4

#4 (4.75 mm) 99.3

#10 (2.00 mm) 98.4

#20 (850 um) 95.7

#40 (425 um) 91.3

#60 (250 um) 73.9

#100 (150 um) 41.2

#200 (75 um) 15.8

Test Comments:


Copies To:

AMIR AZARSHIN

D. Malchow

Report Approved By:


Page 1 of 2 12/1/2016 8:11Ver.# 1


CO-SS16-0387

1921-094

10/24/2016

D. MALCHOW

11/8/2016Sample ID:




Hydrometer Analysis

2 min 69. 9.5 0.037011 10.1

5 min 69. 9.0 0.023487 9.1

15 min 69. 8.5 0.013652 8.1

30 min 69. 8.0 0.009653 7.1

60 min 69. 8.0 0.006826 7.1

250 min 69. 7.0 0.003366 5.2

24 hr 69. 7.0 0.001403 5.2



%Particle




5.3 Clay (Minus10)

10.9 Silt (Minus10)

83.9 Sand (Minus10)

WeightContent Type


Air Dry + Can 34.23


Can 14.30

Corr. Factor 0.995


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 12/1/2016 8:11Ver.# 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

10/24/2016

11/8/2016

7008

1.5-5.0

G

ResultTest

Other Soil Tests

Mn\DOT Class (Entire Sample) LS





Clay (Minus10) 7.6

Silt (Minus10) 12.9

Sand (Minus10) 79.5


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 99.6

#4 (4.75 mm) 93.6

#10 (2.00 mm) 87.3

#20 (850 um) 78.0

#40 (425 um) 58.0

#60 (250 um) 39.0

#100 (150 um) 25.9

#200 (75 um) 17.9

Test Comments:


Copies To:

AMIR AZARSHIN

D. Malchow

Report Approved By:


Page 1 of 2 12/1/2016 8:26Ver.# 1


CO-SS16-0388

1921-094

10/24/2016

D. MALCHOW

11/8/2016Sample ID:




Hydrometer Analysis

2 min 69. 12.0 0.036504 12.4

5 min 69. 11.5 0.023087 11.5

15 min 69. 10.5 0.013514 9.8

30 min 69. 10.0 0.009556 8.9

60 min 69. 10.0 0.006757 8.9

250 min 69. 9.0 0.003322 7.1

24 hr 69. 8.5 0.001393 6.3



%Particle




7.6 Clay (Minus10)

12.9 Silt (Minus10)

79.5 Sand (Minus10)

WeightContent Type


Air Dry + Can 38.42


Can 14.54

Corr. Factor 0.995


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 12/1/2016 8:26Ver.# 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

10/25/2016

11/8/2016

7012

1.0-10.0

G, PI

ResultTest

Other Soil Tests

Liquid Limit 33.4

Plastic Limit 19.9

Plasticity Index 13.5

Mn\DOT Class (Entire Sample) SiCL




Mn\DOT Class (Minus 10) SiCL

Clay (Minus10) 21.4

Silt (Minus10) 72.6

Sand (Minus10) 6

AASHTO Group A-6

Group Index 12


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) 98.9

#20 (850 um) 98.6

#40 (425 um) 97.8

#60 (250 um) 96.7

#100 (150 um) 95.3

#200 (75 um) 93.0

Test Comments:


Copies To:

AMIR AZARSHIN

D. Malchow

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 12/13/2016 14:50Ver.# 1


CO-SS16-0389

1921-094

10/25/2016

D. MALCHOW

11/8/2016Sample ID:




Hydrometer Analysis

2 min 69. 39.0 0.030373 69.7

5 min 69. 29.5 0.020613 50.6

15 min 69. 23.0 0.012462 37.5

30 min 69. 20.0 0.008987 31.4

60 min 69. 18.0 0.006427 27.4

250 min 69. 16.0 0.003196 23.4

24 hr 69. 14.0 0.001346 19.4


Liquid Limit

No. Blows 31 24

Wet + Can 25.55 24.74

Dry + Can 22.70 22.21

Can 14.27 14.37

Liquid Limit 33.4

Particle Size

%Particle




21.4 Clay (Minus10)

72.6 Silt (Minus10)

6 Sand (Minus10)

WeightContent Type


Air Dry + Can 31.92


Can 14.41

Corr. Factor 0.982


Plastic Limit

18.44 18.00Wet + Can

17.80 17.35Dry + Can

14.6 14.1Can

19.9Plastic Limit

13.5Plasticity 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 12/13/2016 14:50Ver.# 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

10/31/2016

11/8/2016

7019

2.0-10.0

G

ResultTest

Other Soil Tests

Mn\DOT Class (Entire Sample) LS





Clay (Minus10) 5.7

Silt (Minus10) 8.7

Sand (Minus10) 85.7


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 99.6

#4 (4.75 mm) 98.9

#10 (2.00 mm) 97.0

#20 (850 um) 86.5

#40 (425 um) 62.7

#60 (250 um) 33.4

#100 (150 um) 18.9

#200 (75 um) 13.9

Test Comments:


Copies To:

AMIR AZARSHIN

D. Malchow

Report Approved By:


Page 1 of 2 12/1/2016 8:28Ver.# 1


CO-SS16-0390

1921-094

10/31/2016

D. MALCHOW

11/8/2016Sample ID:




Hydrometer Analysis

2 min 69. 11.0 0.036758 10.9

5 min 69. 10.5 0.023408 9.9

15 min 69. 10.0 0.013514 9.0

30 min 69. 9.5 0.009556 8.0

60 min 69. 9.0 0.006780 7.0

250 min 69. 8.5 0.003344 6.1

24 hr 69. 8.0 0.001393 5.1



%Particle




5.7 Clay (Minus10)

8.7 Silt (Minus10)

85.7 Sand (Minus10)

WeightContent Type


Air Dry + Can 39.44


Can 14.41

Corr. Factor 0.997


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 12/1/2016 8:28Ver.# 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

10/31/2016

11/8/2016

7022

1.25-10.0

G

ResultTest

Other Soil Tests

Mn\DOT Class (Entire Sample) FS




Mn\DOT Class (Minus 10) S

Clay (Minus10) 4.6

Silt (Minus10) 4.9

Sand (Minus10) 90.4


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) 97.8

#10 (2.00 mm) 93.6

#20 (850 um) 84.1

#40 (425 um) 60.9

#60 (250 um) 33.7

#100 (150 um) 17.5

#200 (75 um) 9.0

Test Comments:


Copies To:

AMIR AZARSHIN

D. Malchow

Report Approved By:


Page 1 of 2 12/1/2016 8:29Ver.# 1


CO-SS16-0391

1921-094

10/31/2016

D. MALCHOW

11/8/2016Sample ID:




Hydrometer Analysis

2 min 69. 8.0 0.037386 4.9

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. 8.0 0.003344 4.9

24 hr 69. 7.5 0.001393 4.0



%Particle




4.6 Clay (Minus10)

4.9 Silt (Minus10)

90.4 Sand (Minus10)

WeightContent Type


Air Dry + Can 34.15


Can 14.27

Corr. Factor 0.996


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 12/1/2016 8:29Ver.# 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

10/31/2016

11/8/2016

7025

2.25-10.0

G

ResultTest

Other Soil Tests






Clay (Minus10) 4.3

Silt (Minus10) 3.7

Sand (Minus10) 92


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) 99.5

#20 (850 um) 98.4

#40 (425 um) 94.0

#60 (250 um) 68.6

#100 (150 um) 23.6

#200 (75 um) 8.0

Test Comments:


Copies To:

AMIR AZARSHIN

D. Malchow

Report Approved By:


Page 1 of 2 12/1/2016 8:33Ver.# 1


CO-SS16-0392

1921-094

10/31/2016

D. MALCHOW

11/8/2016Sample ID:




Hydrometer Analysis

2 min 69. 7.0 0.037635 4.3

5 min 69. 7.0 0.023802 4.3

15 min 69. 7.0 0.013742 4.3

30 min 69. 7.0 0.009717 4.3

60 min 69. 7.0 0.006871 4.3

250 min 69. 7.0 0.003366 4.3

24 hr 69. 7.0 0.001403 4.3



%Particle




4.3 Clay (Minus10)

3.7 Silt (Minus10)

92 Sand (Minus10)

WeightContent Type


Air Dry + Can 35.61


Can 14.18

Corr. Factor 0.996


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 12/1/2016 8:33Ver.# 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

11/3/2016

11/8/2016

7027

1.5-10.0

G

ResultTest

Other Soil Tests

Mn\DOT Class (Entire Sample) Si




Mn\DOT Class (Minus 10) Si

Clay (Minus10) 15.1

Silt (Minus10) 84.1

Sand (Minus10) 0.8


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 100.0

#4 (4.75 mm) 100.0

#10 (2.00 mm) 99.9

#20 (850 um) 99.8

#40 (425 um) 99.7

#60 (250 um) 99.4

#100 (150 um) 99.3

#200 (75 um) 99.1

Test Comments:


Copies To:

AMIR AZARSHIN

D. Malchow

Report Approved By:


Page 1 of 2 12/1/2016 8:34Ver.# 1


CO-SS16-0393

1921-094

11/3/2016

D. MALCHOW

11/8/2016Sample ID:




Hydrometer Analysis

2 min 69. 44.0 0.029120 79.9

5 min 69. 37.0 0.019498 65.8

15 min 69. 25.0 0.012312 41.6

30 min 69. 20.0 0.008987 31.5

60 min 69. 16.0 0.006523 23.4

250 min 69. 13.0 0.003254 17.4

24 hr 69. 11.0 0.001370 13.3



%Particle




15.1 Clay (Minus10)

84.1 Silt (Minus10)

0.8 Sand (Minus10)

WeightContent Type


Air Dry + Can 31.48


Can 14.49

Corr. Factor 0.990


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 12/1/2016 8:34Ver.# 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

10/25/2016

11/8/2016

7030

1.0-4.5

G,PI

ResultTest

Other Soil Tests

Liquid Limit 0.0

Plastic Limit 0.0


Mn\DOT Class (Entire Sample) SL





Clay (Minus10) 11.1

Silt (Minus10) 37.3

Sand (Minus10) 51.7

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) 99.9

#4 (4.75 mm) 99.1

#10 (2.00 mm) 96.8

#20 (850 um) 91.3

#40 (425 um) 79.1

#60 (250 um) 66.1

#100 (150 um) 55.5

#200 (75 um) 46.8

Test Comments:


Copies To:

AMIR AZARSHIN

D. Malchow

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 12/13/2016 14:54Ver.# 1


CO-SS16-0394

1921-094

10/25/2016

D. MALCHOW

11/8/2016Sample ID:




Hydrometer Analysis

2 min 69. 21.0 0.034671 32.4

5 min 69. 18.0 0.022265 26.6

15 min 69. 15.0 0.013094 20.7

30 min 69. 13.5 0.009326 17.8

60 min 69. 12.5 0.006665 15.8

250 min 69. 11.0 0.003288 12.9

24 hr 69. 9.0 0.001384 9.0


Liquid Limit

Liquid Limit 0.0

Particle Size

%Particle




11.1 Clay (Minus10)

37.3 Silt (Minus10)

51.7 Sand (Minus10)

WeightContent Type


Air Dry + Can 32.41


Can 14.28

Corr. Factor 0.991


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 12/13/2016 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

10/25/2016

11/8/2016

7032

3.5-7.75

G,PI

ResultTest

Other Soil Tests

Liquid Limit 24.3

Plastic Limit 19.6


Mn\DOT Class (Entire Sample) SiL




Mn\DOT Class (Minus 10) SiL

Clay (Minus10) 16.8

Silt (Minus10) 63.1

Sand (Minus10) 20.1

AASHTO Group A-4

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) 99.5

#10 (2.00 mm) 98.4

#20 (850 um) 96.2

#40 (425 um) 92.8

#60 (250 um) 88.2

#100 (150 um) 84.4

#200 (75 um) 78.6

Test Comments:


Copies To:

AMIR AZARSHIN

D. Malchow

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 12/13/2016 14:56Ver.# 1


CO-SS16-0395

1921-094

10/25/2016

D. MALCHOW

11/8/2016Sample ID:




Hydrometer Analysis

2 min 69. 30.0 0.032593 49.3

5 min 69. 25.0 0.021324 39.3

15 min 69. 20.0 0.012709 29.3

30 min 69. 18.0 0.009090 25.2

60 min 69. 17.0 0.006476 23.2

250 min 69. 15.0 0.003207 19.2

24 hr 69. 12.5 0.001360 14.2


Liquid Limit

No. Blows 29 17

Wet + Can 27.25 25.02

Dry + Can 24.74 22.85

Can 14.16 14.40

Liquid Limit 24.3

Particle Size

%Particle




16.8 Clay (Minus10)

63.1 Silt (Minus10)

20.1 Sand (Minus10)

WeightContent Type


Air Dry + Can 30.52


Can 14.34

Corr. Factor 0.983


Plastic Limit

17.68 18.97Wet + Can

17.13 18.21Dry + Can

14.4 14.3Can

19.6Plastic Limit

4.7Plasticity 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 12/13/2016 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

10/25/2016

11/8/2016

7032

7.75-11.0

G,PI

ResultTest

Other Soil Tests

Liquid Limit 20.0

Plastic Limit 15.7







Clay (Minus10) 12.7

Silt (Minus10) 36

Sand (Minus10) 51.4

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) 97.5

#10 (2.00 mm) 94.0

#20 (850 um) 89.6

#40 (425 um) 80.3

#60 (250 um) 67.5

#100 (150 um) 55.8

#200 (75 um) 45.7

Test Comments:


Copies To:

AMIR AZARSHIN

D. Malchow

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 12/13/2016 14:57Ver.# 1


CO-SS16-0396

1921-094

10/25/2016

D. MALCHOW

11/8/2016Sample ID:




Hydrometer Analysis

2 min 69. 20.5 0.034805 28.7

5 min 69. 19.0 0.022181 25.9

15 min 69. 16.0 0.013047 20.2

30 min 69. 15.0 0.009259 18.3

60 min 69. 14.0 0.006594 16.4

250 min 69. 12.5 0.003265 13.5

24 hr 69. 11.0 0.001370 10.7


Liquid Limit

No. Blows 23 15

Wet + Can 24.79 22.21

Dry + Can 23.04 20.85

Can 14.49 14.39

Liquid Limit 20.0

Particle Size

%Particle




12.7 Clay (Minus10)

36 Silt (Minus10)

51.4 Sand (Minus10)

WeightContent Type


Air Dry + Can 34.74


Can 14.29

Corr. Factor 0.989


Plastic Limit

18.25 18.58Wet + Can

17.72 18.02Dry + Can

14.3 14.5Can

15.7Plastic Limit

4.3Plasticity 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 12/13/2016 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

10/24/2016

11/8/2016

7033

5.5-10.0

G,PI

ResultTest

Other Soil Tests

Liquid Limit 24.5

Plastic Limit 17.2


Mn\DOT Class (Entire Sample) L




Mn\DOT Class (Minus 10) L

Clay (Minus10) 17.3

Silt (Minus10) 41.8

Sand (Minus10) 41

AASHTO Group A-4

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) 99.9

#4 (4.75 mm) 99.1

#10 (2.00 mm) 97.9

#20 (850 um) 95.3

#40 (425 um) 88.6

#60 (250 um) 78.8

#100 (150 um) 68.0

#200 (75 um) 57.8

Test Comments:


Copies To:

AMIR AZARSHIN

D. Malchow

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 12/13/2016 14:59Ver.# 1


CO-SS16-0397

1921-094

10/24/2016

D. MALCHOW

11/8/2016Sample ID:




Hydrometer Analysis

2 min 69. 25.0 0.033717 39.9

5 min 69. 22.0 0.021757 34.0

15 min 69. 19.0 0.012806 28.0

30 min 69. 17.5 0.009090 25.0

60 min 69. 16.0 0.006523 22.1

250 min 69. 14.5 0.003231 19.1

24 hr 69. 12.5 0.001360 15.1


Liquid Limit

No. Blows 25 20

Wet + Can 21.89 23.50

Dry + Can 20.43 21.65

Can 14.37 14.40

Liquid Limit 24.5

Particle Size

%Particle




17.3 Clay (Minus10)

41.8 Silt (Minus10)

41 Sand (Minus10)

WeightContent Type


Air Dry + Can 35.65


Can 14.41

Corr. Factor 0.988


Plastic Limit

18.76 17.64Wet + Can

18.12 17.14Dry + Can

14.4 14.2Can

17.2Plastic Limit

7.3Plasticity 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 12/13/2016 14:59Ver.# 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

2/14/2017

2/16/2017

7047

TH 3

G, PI

4.0-6.0

ResultTest

Other Soil Tests

Liquid Limit 0.0

Plastic Limit 0.0







Clay (Minus10) 11.6

Silt (Minus10) 53.1

Sand (Minus10) 35.4

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) 99.3

#4 (4.75 mm) 98.0

#10 (2.00 mm) 95.6

#20 (850 um) 90.2

#40 (425 um) 82.4

#60 (250 um) 74.8

#100 (150 um) 68.5

#200 (75 um) 61.8

Test Comments:


Copies To:

AMIR AZARSHIN

D. MALCHOW

A. AZARSHIN

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 3/7/2017 11:18Ver.# 1


CO-SS17-0061

1921-094

2/14/2017

D. MALCHOW

2/16/2017Sample ID:




Hydrometer Analysis

2 min 69. 26.0 0.033439 39.6

5 min 69. 22.0 0.021757 31.9

15 min 69. 18.0 0.012855 24.2

30 min 69. 16.0 0.009225 20.4

60 min 69. 15.0 0.006547 18.5

250 min 69. 12.0 0.003265 12.7

24 hr 69. 10.5 0.001379 9.8


Liquid Limit

Liquid Limit 0.0

Particle Size

%Particle




11.6 Clay (Minus10)

53.1 Silt (Minus10)

35.4 Sand (Minus10)

WeightContent Type


Air Dry + Can 33.00


Can 14.29

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 3/7/2017 11:18Ver.# 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

2/14/2017

2/16/2017

7047

TH 3

G, PI

9.0-14.0

ResultTest

Other Soil Tests

Liquid Limit 0.0

Plastic Limit 0.0







Clay (Minus10) 11.6

Silt (Minus10) 26.4

Sand (Minus10) 62.1

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) 99.2

#4 (4.75 mm) 97.3

#10 (2.00 mm) 94.0

#20 (850 um) 84.1

#40 (425 um) 70.8

#60 (250 um) 55.7

#100 (150 um) 44.9

#200 (75 um) 35.6

Test Comments:


Copies To:

AMIR AZARSHIN

D. MALCHOW

A. AZARSHIN

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 3/7/2017 11:19Ver.# 1


CO-SS17-0062

1921-094

2/14/2017

D. MALCHOW

2/16/2017Sample ID:




Hydrometer Analysis

2 min 69. 19.0 0.035071 25.7

5 min 69. 17.0 0.022432 21.9

15 min 69. 15.5 0.013047 19.1

30 min 69. 14.5 0.009326 17.2

60 min 69. 14.0 0.006594 16.2

250 min 69. 12.0 0.003265 12.5

24 hr 69. 10.5 0.001379 9.6


Liquid Limit

Liquid Limit 0.0

Particle Size

%Particle




11.6 Clay (Minus10)

26.4 Silt (Minus10)

62.1 Sand (Minus10)

WeightContent Type


Air Dry + Can 37.97


Can 14.54

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 3/7/2017 11:19Ver.# 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

2/14/2017

2/16/2017

7049

TH 3

G, PI

3.0-4.0

ResultTest

Other Soil Tests

Liquid Limit 0.0

Plastic Limit 0.0







Clay (Minus10) 11.3

Silt (Minus10) 38.2

Sand (Minus10) 50.6

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) 98.7

#10 (2.00 mm) 95.1

#20 (850 um) 89.6

#40 (425 um) 76.8

#60 (250 um) 63.7

#100 (150 um) 54.6

#200 (75 um) 47.0

Test Comments:


Copies To:

AMIR AZARSHIN

D. MALCHOW

A. AZARSHIN

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 3/7/2017 11:20Ver.# 1


CO-SS17-0063

1921-094

2/14/2017

D. MALCHOW

2/16/2017Sample ID:




Hydrometer Analysis

2 min 69. 21.5 0.034401 31.9

5 min 69. 18.0 0.022265 25.2

15 min 69. 15.5 0.013047 20.4

30 min 69. 14.0 0.009326 17.5

60 min 69. 13.0 0.006641 15.6

250 min 69. 11.0 0.003288 11.8

24 hr 69. 10.0 0.001379 9.9


Liquid Limit

Liquid Limit 0.0

Particle Size

%Particle




11.3 Clay (Minus10)

38.2 Silt (Minus10)

50.6 Sand (Minus10)

WeightContent Type


Air Dry + Can 30.79


Can 14.45

Corr. Factor 0.993


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 3/7/2017 11:20Ver.# 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

2/14/2017

2/16/2017

7051

TH 3

G, PI

3.0-4.0

ResultTest

Other Soil Tests

Liquid Limit 0.0

Plastic Limit 0.0







Clay (Minus10) 17.7

Silt (Minus10) 55

Sand (Minus10) 27.3

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) 98.7

#4 (4.75 mm) 97.5

#10 (2.00 mm) 96.4

#20 (850 um) 93.8

#40 (425 um) 88.6

#60 (250 um) 82.0

#100 (150 um) 76.7

#200 (75 um) 70.1

Test Comments:


Copies To:

AMIR AZARSHIN

D. MALCHOW

A. AZARSHIN

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 3/7/2017 11:21Ver.# 1


CO-SS17-0064

1921-094

2/14/2017

D. MALCHOW

2/16/2017Sample ID:




Hydrometer Analysis

2 min 69. 29.5 0.032593 48.9

5 min 69. 24.0 0.021498 38.2

15 min 69. 18.5 0.012855 27.5

30 min 69. 16.5 0.009225 23.6

60 min 69. 15.5 0.006523 21.6

250 min 69. 14.0 0.003231 18.7

24 hr 69. 12.5 0.001360 15.8


Liquid Limit

Liquid Limit 0.0

Particle Size

%Particle




17.7 Clay (Minus10)

55 Silt (Minus10)

27.3 Sand (Minus10)

WeightContent Type


Air Dry + Can 30.43


Can 14.06

Corr. Factor 0.989


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 3/7/2017 11:21Ver.# 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

2/14/2017

2/16/2017

7051

TH 3

G, PI

4.0-14.0

ResultTest

Other Soil Tests

Liquid Limit 22.8

Plastic Limit 16.8







Clay (Minus10) 15.8

Silt (Minus10) 32.4

Sand (Minus10) 51.8

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) 99.3

#4 (4.75 mm) 98.1

#10 (2.00 mm) 96.2

#20 (850 um) 91.5

#40 (425 um) 81.7

#60 (250 um) 68.7

#100 (150 um) 56.8

#200 (75 um) 46.4

Test Comments:


Copies To:

AMIR AZARSHIN

D. MALCHOW

A. AZARSHIN

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 3/22/2017 10:43Ver.# 1


CO-SS17-0065

1921-094

2/14/2017

D. MALCHOW

2/16/2017Sample ID:




Hydrometer Analysis

2 min 69. 25.5 0.033439 38.2

5 min 69. 20.0 0.022012 27.5

15 min 69. 18.0 0.012855 23.6

30 min 69. 17.0 0.009158 21.7

60 min 69. 16.0 0.006523 19.7

250 min 69. 14.5 0.003231 16.8

24 hr 69. 13.0 0.001356 13.9


Liquid Limit

No. Blows 25 18

Wet + Can 25.56 28.27

Dry + Can 23.52 25.59

Can 14.39 14.53

Liquid Limit 22.8

Particle Size

%Particle




15.8 Clay (Minus10)

32.4 Silt (Minus10)

51.8 Sand (Minus10)

WeightContent Type


Air Dry + Can 33.55


Can 14.41

Corr. Factor 0.990


Plastic Limit

18.85 19.12Wet + Can

18.24 18.43Dry + Can

14.6 14.4Can

16.8Plastic Limit

6.0Plasticity 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 3/22/2017 10:43Ver.# 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

2/15/2017

2/16/2017

7054

TH 3

G, PI

4.0-9.0

ResultTest

Other Soil Tests

Liquid Limit 22.8

Plastic Limit 17.1







Clay (Minus10) 15.7

Silt (Minus10) 31.2

Sand (Minus10) 53.1

AASHTO Group A-4

Group Index 0


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 98.3

3/8" (9.5 mm) 97.4

#4 (4.75 mm) 95.9

#10 (2.00 mm) 94.5

#20 (850 um) 87.8

#40 (425 um) 78.3

#60 (250 um) 65.4

#100 (150 um) 54.4

#200 (75 um) 44.3

Test Comments:


Copies To:

AMIR AZARSHIN

D. MALCHOW

A. AZARSHIN

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 3/22/2017 10:45Ver.# 1


CO-SS17-0066

1921-094

2/15/2017

D. MALCHOW

2/16/2017Sample ID:




Hydrometer Analysis

2 min 69. 22.0 0.034401 33.6

5 min 69. 18.5 0.022265 26.9

15 min 69. 16.0 0.013047 22.1

30 min 69. 15.0 0.009259 20.2

60 min 69. 14.0 0.006594 18.3

250 min 69. 13.0 0.003254 16.4

24 hr 69. 11.5 0.001360 13.6


Liquid Limit

No. Blows 28 20

Wet + Can 24.69 29.13

Dry + Can 22.83 26.36

Can 14.55 14.56

Liquid Limit 22.8

Particle Size

%Particle




15.7 Clay (Minus10)

31.2 Silt (Minus10)

53.1 Sand (Minus10)

WeightContent Type


Air Dry + Can 34.23


Can 14.51

Corr. Factor 0.991


Plastic Limit

18.47 17.97Wet + Can

17.88 17.44Dry + Can

14.5 14.3Can

17.1Plastic 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 3/22/2017 10:45Ver.# 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

6/6/2017

6/7/2017

7056P

G

.50-4.5

ResultTest

Other Soil Tests






Clay (Minus10) 4.3

Silt (Minus10) 1.9

Sand (Minus10) 93.9


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 99.1

#4 (4.75 mm) 97.9

#10 (2.00 mm) 95.8

#20 (850 um) 87.3

#40 (425 um) 64.3

#60 (250 um) 33.9

#100 (150 um) 13.8

#200 (75 um) 5.8

Test Comments:


Copies To:

AMIR AZARSHIN

D. MALCHOW

Report Approved By:


Page 1 of 2 7/14/2017 11:05Ver.# 1


CO-SS17-0198

1921-094

6/6/2017

D. MALCHOW

6/7/2017Sample ID:




Hydrometer Analysis

2 min 69. 6.5 0.037758 4.1

5 min 69. 6.5 0.023880 4.1

15 min 69. 6.5 0.013787 4.1

30 min 69. 6.5 0.009749 4.1

60 min 69. 6.5 0.006894 4.1

250 min 69. 6.5 0.003377 4.1

24 hr 69. 6.5 0.001407 4.1



%Particle




4.3 Clay (Minus10)

1.9 Silt (Minus10)

93.9 Sand (Minus10)

WeightContent Type


Air Dry + Can 36.46


Can 14.37

Corr. Factor 0.996


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 11:05Ver.# 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

6/6/2017

6/7/2017

7056P

G

4.5-15.0

ResultTest

Other Soil Tests

Mn\DOT Class (Entire Sample) LFS





Clay (Minus10) 6.1

Silt (Minus10) 11.4

Sand (Minus10) 82.4


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) 99.5

#10 (2.00 mm) 98.0

#20 (850 um) 88.8

#40 (425 um) 77.0

#60 (250 um) 56.1

#100 (150 um) 36.0

#200 (75 um) 17.2

Test Comments:


Copies To:

AMIR AZARSHIN

D. MALCHOW

Report Approved By:


Page 1 of 2 7/14/2017 11:05Ver.# 1


CO-SS17-0199

1921-094

6/6/2017

D. MALCHOW

6/7/2017Sample ID:




Hydrometer Analysis

2 min 69. 10.0 0.037011 9.1

5 min 69. 10.0 0.023408 9.1

15 min 69. 9.5 0.013514 8.1

30 min 69. 9.0 0.009589 7.1

60 min 69. 9.0 0.006780 7.1

250 min 69. 9.0 0.003322 7.1

24 hr 69. 8.0 0.001393 5.1



%Particle




6.1 Clay (Minus10)

11.4 Silt (Minus10)

82.4 Sand (Minus10)

WeightContent Type


Air Dry + Can 37.30


Can 14.38

Corr. Factor 0.995


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 11:05Ver.# 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

6/6/2017

6/7/2017

7057

G

.50-4.5

ResultTest

Other Soil Tests






Clay (Minus10) 7.6

Silt (Minus10) 21

Sand (Minus10) 71.4


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 99.1

3/8" (9.5 mm) 95.2

#4 (4.75 mm) 93.1

#10 (2.00 mm) 88.2

#20 (850 um) 80.3

#40 (425 um) 65.3

#60 (250 um) 48.1

#100 (150 um) 34.4

#200 (75 um) 25.2

Test Comments:


Copies To:

AMIR AZARSHIN

D. MALCHOW

Report Approved By:


Page 1 of 2 7/14/2017 11:06Ver.# 1


CO-SS17-0200

1921-094

6/6/2017

D. MALCHOW

6/7/2017Sample ID:




Hydrometer Analysis

2 min 69. 13.0 0.036376 13.6

5 min 69. 12.0 0.023087 11.8

15 min 69. 11.0 0.013422 10.0

30 min 69. 11.0 0.009491 10.0

60 min 69. 10.5 0.006757 9.1

250 min 69. 10.0 0.003310 8.2

24 hr 69. 8.5 0.001393 5.5



%Particle




7.6 Clay (Minus10)

21 Silt (Minus10)

71.4 Sand (Minus10)

WeightContent Type


Air Dry + Can 38.03


Can 14.43

Corr. Factor 0.990


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 11:06Ver.# 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

6/6/2017

6/7/2017

7057

G

4.5-6.5

ResultTest

Other Soil Tests






Clay (Minus10) 11.7

Silt (Minus10) 26.8

Sand (Minus10) 61.5


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 99.0

#4 (4.75 mm) 97.4

#10 (2.00 mm) 93.7

#20 (850 um) 86.1

#40 (425 um) 71.8

#60 (250 um) 56.5

#100 (150 um) 44.6

#200 (75 um) 36.1

Test Comments:


Copies To:

AMIR AZARSHIN

D. MALCHOW

Report Approved By:


Page 1 of 2 7/14/2017 11:07Ver.# 1


CO-SS17-0201

1921-094

6/6/2017

D. MALCHOW

6/7/2017Sample ID:




Hydrometer Analysis

2 min 69. 16.0 0.035730 21.2

5 min 69. 14.5 0.022843 18.3

15 min 69. 13.5 0.013189 16.4

30 min 69. 13.0 0.009392 15.5

60 min 69. 12.5 0.006665 14.5

250 min 69. 11.5 0.003265 12.6

24 hr 69. 10.0 0.001379 9.8



%Particle




11.7 Clay (Minus10)

26.8 Silt (Minus10)

61.5 Sand (Minus10)

WeightContent Type


Air Dry + Can 34.37


Can 14.29

Corr. Factor 0.986


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 11:07Ver.# 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

6/6/2017

6/7/2017

7057

G

6.5-8.0

ResultTest

Other Soil Tests






Clay (Minus10) 12.6

Silt (Minus10) 29

Sand (Minus10) 58.3


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 99.4

3/8" (9.5 mm) 99.4

#4 (4.75 mm) 98.1

#10 (2.00 mm) 94.1

#20 (850 um) 83.7

#40 (425 um) 67.4

#60 (250 um) 53.2

#100 (150 um) 44.2

#200 (75 um) 39.2

Test Comments:


Copies To:

AMIR AZARSHIN

D. MALCHOW

Report Approved By:


Page 1 of 2 7/14/2017 11:01Ver.# 1


CO-SS17-0194

1921-094

6/6/2017

D. MALCHOW

6/7/2017Sample ID:




Hydrometer Analysis

2 min 69. 19.0 0.035071 27.9

5 min 69. 17.0 0.022432 24.0

15 min 69. 14.5 0.013189 19.3

30 min 69. 14.0 0.009326 18.3

60 min 69. 13.0 0.006641 16.4

250 min 69. 11.5 0.003265 13.6

24 hr 69. 10.0 0.001379 10.7



%Particle




12.6 Clay (Minus10)

29 Silt (Minus10)

58.3 Sand (Minus10)

WeightContent Type


Air Dry + Can 34.89


Can 14.07

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 7/14/2017 11:01Ver.# 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

6/6/2017

6/7/2017

7057

G

8.0-9.0

ResultTest

Other Soil Tests

Mn\DOT Class (Entire Sample) L





Clay (Minus10) 17.5

Silt (Minus10) 50.3

Sand (Minus10) 32.3


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) 99.9

#10 (2.00 mm) 99.1

#20 (850 um) 95.9

#40 (425 um) 86.0

#60 (250 um) 75.7

#100 (150 um) 70.0

#200 (75 um) 67.1

Test Comments:


Copies To:

AMIR AZARSHIN

D. MALCHOW

Report Approved By:


Page 1 of 2 7/14/2017 10:59Ver.# 1


CO-SS17-0193

1921-094

6/6/2017

D. MALCHOW

6/7/2017Sample ID:




Hydrometer Analysis

2 min 69. 28.0 0.033019 44.8

5 min 69. 26.0 0.021149 40.7

15 min 69. 21.0 0.012660 30.6

30 min 69. 18.5 0.009090 25.6

60 min 69. 17.0 0.006476 22.5

250 min 69. 15.5 0.003196 19.5

24 hr 69. 13.5 0.001346 15.5



%Particle




17.5 Clay (Minus10)

50.3 Silt (Minus10)

32.3 Sand (Minus10)

WeightContent Type


Air Dry + Can 31.73


Can 14.53

Corr. Factor 0.981


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 10:59Ver.# 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

6/6/2017

6/7/2017

7058

G

.50-6.5

ResultTest

Other Soil Tests






Clay (Minus10) 4.3

Silt (Minus10) 4.5

Sand (Minus10) 91


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 99.0

3/8" (9.5 mm) 95.7

#4 (4.75 mm) 92.2

#10 (2.00 mm) 85.8

#20 (850 um) 77.0

#40 (425 um) 58.6

#60 (250 um) 35.5

#100 (150 um) 17.8

#200 (75 um) 7.7

Test Comments:


Copies To:

AMIR AZARSHIN

D. MALCHOW

Report Approved By:


Page 1 of 2 7/14/2017 11:03Ver.# 1


CO-SS17-0196

1921-094

6/6/2017

D. MALCHOW

6/7/2017Sample ID:




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. 7.5 0.006826 4.6

250 min 69. 7.0 0.003366 3.7

24 hr 69. 7.0 0.001403 3.7



%Particle




4.3 Clay (Minus10)

4.5 Silt (Minus10)

91 Sand (Minus10)

WeightContent Type


Air Dry + Can 40.70


Can 14.36

Corr. Factor 0.994


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 11:03Ver.# 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:

1921-094

3

D. MALCHOW

AMIR AZARSHIN

6/6/2017

6/7/2017

7058

G

6.5-9.0

ResultTest

Other Soil Tests






Clay (Minus10) 7

Silt (Minus10) 21.8

Sand (Minus10) 71.2


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 99.2

#4 (4.75 mm) 98.3

#10 (2.00 mm) 95.8

#20 (850 um) 90.0

#40 (425 um) 75.8

#60 (250 um) 56.2

#100 (150 um) 40.7

#200 (75 um) 27.6

Test Comments:


Copies To:

AMIR AZARSHIN

D. MALCHOW

Report Approved By:


Page 1 of 2 7/14/2017 11:04Ver.# 1


CO-SS17-0197

1921-094

6/6/2017

D. MALCHOW

6/7/2017Sample ID:




Hydrometer Analysis

2 min 69. 13.5 0.036119 16.5

5 min 69. 12.5 0.023087 14.6

15 min 69. 11.0 0.013422 11.7

30 min 69. 10.0 0.009556 9.8

60 min 69. 10.0 0.006757 9.8

250 min 69. 9.0 0.003322 7.8

24 hr 69. 8.0 0.001393 5.9



%Particle




7 Clay (Minus10)

21.8 Silt (Minus10)

71.2 Sand (Minus10)

WeightContent Type


Air Dry + Can 35.83


Can 14.45

Corr. Factor 0.994


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 11:04Ver.# 1

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