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

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

of 2 12/19/2016 11:09Ver.# 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:

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




Mn\DOT Class (Minus 10) SL

Clay (Minus10) 12.2

Silt (Minus10) 22.2

Sand (Minus10) 65.6


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 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:


Copies To:

CHRISTINE CAOUETTE

C. FERN

C. CAOUETTE

Report Approved By:


Page 1 of 2 2/28/2017 14:08Ver.# 1


CO-SS17-0048

1985-149

2/8/2017

C. FERN

2/13/2017Sample ID:




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



%Particle




12.2 Clay (Minus10)

22.2 Silt (Minus10)

65.6 Sand (Minus10)

WeightContent Type


Air Dry + Can 38.94


Can 14.48

Corr. Factor 0.993


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



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:

1985-149

494

D. MALCHOW

CHRISTINE CAOUETTE

11/17/2016

11/17/2016

7010

G

1.0-8.0

ResultTest

Other Soil Tests






Clay (Minus10) 7.2

Silt (Minus10) 14.6

Sand (Minus10) 78.3


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) 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:


Copies To:

CHRISTINE CAOUETTE

D. MALCHOW

Report Approved By:


Page 1 of 2 12/19/2016 11:10Ver.# 1


CO-SS16-0404

1985-149

11/17/2016

D. MALCHOW

11/17/2016Sample ID:




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



%Particle




7.2 Clay (Minus10)

14.6 Silt (Minus10)

78.3 Sand (Minus10)

WeightContent Type


Air Dry + Can 36.36


Can 14.40

Corr. Factor 0.993


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



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:

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




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


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:


Copies To:

CHRISTINE CAOUETTE

KREIG TURNER

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 1/24/2017 12:55Ver.# 1


CO-SS17-0012

1985-149

12/8/2016

K. TURNER

1/10/2017Sample ID:




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


Liquid Limit

Liquid Limit 0.0

Particle Size

%Particle




4.3 Clay (Minus10)

2.4 Silt (Minus10)

93.4 Sand (Minus10)

WeightContent Type


Air Dry + Can 40.78


Can 14.09

Corr. Factor 0.998


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



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:

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






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


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:


Copies To:

CHRISTINE CAOUETTE

KREIG TURNER

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 1/24/2017 12:56Ver.# 1


CO-SS17-0013

1985-149

12/8/2016

K. TURNER

1/10/2017Sample ID:




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


Liquid Limit

Liquid Limit 0.0

Particle Size

%Particle




6.1 Clay (Minus10)

5.9 Silt (Minus10)

88 Sand (Minus10)

WeightContent Type


Air Dry + Can 37.75


Can 14.39

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 1/24/2017 12:56Ver.# 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:

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


Mn\DOT Class (Entire Sample) LS





Clay (Minus10) 6.7

Silt (Minus10) 11.1

Sand (Minus10) 82.3

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) 98.9

#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:


Copies To:

CHRISTINE CAOUETTE

KREIG TURNER

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 1/24/2017 12:57Ver.# 1


CO-SS17-0014

1985-149

12/8/2016

K. TURNER

1/10/2017Sample ID:




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


Liquid Limit

Liquid Limit 0.0

Particle Size

%Particle




6.7 Clay (Minus10)

11.1 Silt (Minus10)

82.3 Sand (Minus10)

WeightContent Type


Air Dry + Can 42.03


Can 14.27

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 1/24/2017 12:57Ver.# 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:

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 (Minus10) 4.3

Silt (Minus10) 2.7

Sand (Minus10) 93


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:


Copies To:

CHRISTINE CAOUETTE

C. FREN

C. CAOUETTE

Report Approved By:


Page 1 of 2 4/4/2017 8:59Ver.# 1


CO-SS17-0084

1985-149

3/15/2017

C. FERN

3/20/2017Sample ID:




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



%Particle




4.3 Clay (Minus10)

2.7 Silt (Minus10)

93 Sand (Minus10)

WeightContent Type


Air Dry + Can 37.57


Can 14.51

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 4/4/2017 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:

1985-149

494

C. FERN

CHRISTINE CAOUETTE

3/15/2017

3/20/2017

7026P

FIELD

G

13.0-20.0

ResultTest

Other Soil Tests






Clay (Minus10) 4.3

Silt (Minus10) 2.6

Sand (Minus10) 93.2


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 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:


Copies To:

CHRISTINE CAOUETTE

C. FREN

C. CAOUETTE

Report Approved By:


Page 1 of 2 4/4/2017 9:00Ver.# 1


CO-SS17-0085

1985-149

3/15/2017

C. FERN

3/20/2017Sample ID:




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



%Particle




4.3 Clay (Minus10)

2.6 Silt (Minus10)

93.2 Sand (Minus10)

WeightContent Type


Air Dry + Can 39.34


Can 14.51

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 4/4/2017 9:00Ver.# 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:

1985-149

494

C. FERN

CHRISTINE CAOUETTE

3/15/2017

3/20/2017

7027P

FIELD

G

.5-14.0

ResultTest

Other Soil Tests






Clay (Minus10) 4.2

Silt (Minus10) 2.5

Sand (Minus10) 93.3


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 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:


Copies To:

CHRISTINE CAOUETTE

C. FREN

C. CAOUETTE

Report Approved By:


Page 1 of 2 4/4/2017 9:02Ver.# 1


CO-SS17-0086

1985-149

3/15/2017

C. FERN

3/20/2017Sample 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. 7.0 0.006871 3.7

250 min 69. 7.0 0.003366 3.7

24 hr 69. 7.0 0.001403 3.7



%Particle




4.2 Clay (Minus10)

2.5 Silt (Minus10)

93.3 Sand (Minus10)

WeightContent Type


Air Dry + Can 39.81


Can 14.39

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 4/4/2017 9:02Ver.# 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:

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 (Minus10) 5.3

Silt (Minus10) 5.7

Sand (Minus10) 89


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:


Copies To:

CHRISTINE CAOUETTE

C. FREN

C. CAOUETTE

Report Approved By:


Page 1 of 2 4/4/2017 9:16Ver.# 1


CO-SS17-0087

1985-149

3/8/2017

C. FERN

3/20/2017Sample ID:




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



%Particle




5.3 Clay (Minus10)

5.7 Silt (Minus10)

89 Sand (Minus10)

WeightContent Type


Air Dry + Can 38.43


Can 14.38

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 4/4/2017 9:16Ver.# 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:

1985-149

494

C. FERN

CHRISTINE CAOUETTE

3/8/2017

3/20/2017

7028P

FIELD

G

9.0-14.0

ResultTest

Other Soil Tests






Clay (Minus10) 3.7

Silt (Minus10) 6.4

Sand (Minus10) 90


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:


Copies To:

CHRISTINE CAOUETTE

C. FREN

C. CAOUETTE

Report Approved By:


Page 1 of 2 4/4/2017 9:17Ver.# 1


CO-SS17-0088

1985-149

3/8/2017

C. FERN

3/20/2017Sample ID:




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



%Particle




3.7 Clay (Minus10)

6.4 Silt (Minus10)

90 Sand (Minus10)

WeightContent Type


Air Dry + Can 38.78


Can 14.38

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 4/4/2017 9:17Ver.# 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:

1985-149

494

C. FERN

CHRISTINE CAOUETTE

3/8/2017

3/20/2017

7029P

FIELD

G

1.0-14.0

ResultTest

Other Soil Tests






Clay (Minus10) 4.6

Silt (Minus10) 5.3

Sand (Minus10) 90


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:


Copies To:

CHRISTINE CAOUETTE

C. FREN

C. CAOUETTE

Report Approved By:


Page 1 of 2 4/4/2017 9:18Ver.# 1


CO-SS17-0089

1985-149

3/8/2017

C. FERN

3/20/2017Sample ID:




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



%Particle




4.6 Clay (Minus10)

5.3 Silt (Minus10)

90 Sand (Minus10)

WeightContent Type


Air Dry + Can 37.71


Can 14.60

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 4/4/2017 9:18Ver.# 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:

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







Clay (Minus10) 9.2

Silt (Minus10) 17.3

Sand (Minus10) 73.5

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) 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:


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


CO-SS17-0090

1985-149

3/8/2017

C. FERN

3/20/2017Sample ID:




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


Liquid Limit

Liquid Limit 0.0

Particle Size

%Particle




9.2 Clay (Minus10)

17.3 Silt (Minus10)

73.5 Sand (Minus10)

WeightContent Type


Air Dry + Can 36.73


Can 14.39

Corr. Factor 0.992


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



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:

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






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


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:


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


CO-SS17-0091

1985-149

3/8/2017

C. FERN

3/20/2017Sample ID:




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


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




15.4 Clay (Minus10)

34.9 Silt (Minus10)

49.7 Sand (Minus10)

WeightContent Type


Air Dry + Can 32.92


Can 14.24

Corr. Factor 0.985


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



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:

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







Clay (Minus10) 12.7

Silt (Minus10) 21.3

Sand (Minus10) 65.9

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) 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:


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


CO-SS17-0092

1985-149

3/8/2017

C. FERN

3/20/2017Sample ID:




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


Liquid Limit

Liquid Limit 0.0

Particle Size

%Particle




12.7 Clay (Minus10)

21.3 Silt (Minus10)

65.9 Sand (Minus10)

WeightContent Type


Air Dry + Can 34.17


Can 14.09

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 4/7/2017 10:10Ver.# 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:

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


Mn\DOT Class (Entire Sample) LS





Clay (Minus10) 7.8

Silt (Minus10) 13.2

Sand (Minus10) 79.2

AASHTO Group A-1-b

Group Index 0


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:


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


CO-SS17-0093

1985-149

3/8/2017

C. FERN

3/20/2017Sample ID:




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


Liquid Limit

Liquid Limit 0.0

Particle Size

%Particle




7.8 Clay (Minus10)

13.2 Silt (Minus10)

79.2 Sand (Minus10)

WeightContent Type


Air Dry + Can 39.63


Can 14.36

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 4/7/2017 10:11Ver.# 1

Minnesota Department of Transportation Test Report on ... · Silt (Minus10) 55.5 Sand (Minus10)...

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