test report on sample of subsoil sample id: other soil tests · 2019. 1. 25. · test report on...

5/15/2018 Report Approved:

Office of Materials and Road Research

1400 Gervais Avenue

Maplewood, MN 55109

Test Report on Sample of Subsoil

CO-SS18-0079Sample 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:

8208-40

95

C. FERN

STEVE ADAMSKY

4/23/2018

4/30/2018

7024

FIELD

G

.5-2.0

ResultTest

Other Soil Tests

Mn\DOT Class (Entire Sample) SiCL

Clay (Entire Sample) 22.4

Silt (Entire Sample) 63.1

S & G (Entire Sample) 14.5

Mn\DOT Class (Minus 10) SiCL

Clay (Minus10) 22.8

Silt (Minus10) 64.3

Sand (Minus10) 12.9

Percent PassingSieve Size

Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 100.0

#4 (4.75 mm) 99.8

#10 (2.00 mm) 98.2

#20 (850 um) 96.9

#40 (425 um) 94.6

#60 (250 um) 91.1

#100 (150 um) 88.0

#200 (75 um) 85.5

Test Comments:

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

Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:

Charge Out: 1037, 1038

of 2 5/15/2018 10:54Ver.# 1

Minnesota Department of TransportationSubSoil Sample Worksheet

CO-SS18-0079

8208-40

4/23/2018

C. FERN

4/30/2018Sample ID:

Date Received:Date Sampled:

Submitted By:Project Number:

% FinerSize (mm)ReadTempTime

Hydrometer Analysis

2 min 69. 35.0 0.031428 58.6

5 min 69. 28.5 0.020883 45.7

15 min 69. 23.0 0.012462 34.9

30 min 69. 21.0 0.008952 30.9

60 min 69. 19.5 0.006354 27.9

250 min 69. 17.5 0.003149 24.0

24 hr 69. 16.0 0.001332 21.0

Weight 2Weight 1Type

Liquid Limit Particle Size

%Particle

22.4 Clay (Entire Sample)

63.1 Silt (Entire Sample)

14.5 S & G (Entire Sample)

22.8 Clay (Minus10)

64.3 Silt (Minus10)

12.9 Sand (Minus10)

WeightContent Type

Hygroscopic Moisture

Air Dry + Can 32.56

Oven Dry + Can 32.35

Can 14.52

Corr. Factor 0.988

Weight 1 Weight 2Type

Plastic 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

of 2 5/15/2018 10:54Ver.# 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:

8208-40

95

C. FERN

STEVE ADAMSKY

4/23/2018

4/30/2018

7024

FIELD

G

2.0-5.0

ResultTest

Other Soil Tests

Mn\DOT Class (Entire Sample) FS




Mn\DOT Class (Minus 10) S

Clay (Minus10) 4.1

Silt (Minus10) 3.5

Sand (Minus10) 92.5


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) 99.6

#10 (2.00 mm) 98.4

#20 (850 um) 95.3

#40 (425 um) 77.3

#60 (250 um) 41.4

#100 (150 um) 12.7

#200 (75 um) 7.4

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:


Page 1 of 2 5/15/2018 10:53Ver.# 1


CO-SS18-0078

8208-40

4/23/2018

C. FERN

4/30/2018Sample ID:




Hydrometer Analysis

2 min 69. 7.0 0.037635 5.1

5 min 69. 7.0 0.023802 5.1

15 min 69. 7.0 0.013742 5.1

30 min 69. 7.0 0.009717 5.1

60 min 69. 7.0 0.006871 5.1

250 min 69. 7.0 0.003366 5.1

24 hr 69. 6.0 0.001407 3.2



%Particle




4.1 Clay (Minus10)

3.5 Silt (Minus10)

92.5 Sand (Minus10)

WeightContent Type


Air Dry + Can 33.49


Can 14.57

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 5/15/2018 10:53Ver.# 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:

8208-40

95

C. FERN

STEVE ADAMSKY

4/23/2018

4/30/2018

7024

FIELD

G

5.0-8.0

ResultTest

Other Soil Tests

Mn\DOT Class (Entire Sample) LFS




Mn\DOT Class (Minus 10) LS

Clay (Minus10) 5.6

Silt (Minus10) 5.3

Sand (Minus10) 89.1


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) 100.0

#10 (2.00 mm) 99.8

#20 (850 um) 97.5

#40 (425 um) 77.0

#60 (250 um) 52.2

#100 (150 um) 31.9

#200 (75 um) 10.9

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:


Page 1 of 2 5/15/2018 10:52Ver.# 1


CO-SS18-0077

8208-40

4/23/2018

C. FERN

4/30/2018Sample ID:




Hydrometer Analysis

2 min 69. 9.0 0.037136 7.2

5 min 69. 9.0 0.023487 7.2

15 min 69. 9.0 0.013560 7.2

30 min 69. 8.5 0.009653 6.2

60 min 69. 8.5 0.006826 6.2

250 min 69. 8.5 0.003344 6.2

24 hr 69. 8.0 0.001393 5.2



%Particle




5.6 Clay (Minus10)

5.3 Silt (Minus10)

89.1 Sand (Minus10)

WeightContent Type


Air Dry + Can 33.46


Can 14.39

Corr. Factor 0.999


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 5/15/2018 10:52Ver.# 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:

8208-40

95

C. FERN

STEVE ADAMSKY

4/23/2018

4/30/2018

7024

FIELD

G

8.0-15.0

ResultTest

Other Soil Tests






Clay (Minus10) 8

Silt (Minus10) 8.2

Sand (Minus10) 83.8


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) 99.9

#10 (2.00 mm) 99.8

#20 (850 um) 98.1

#40 (425 um) 84.8

#60 (250 um) 67.4

#100 (150 um) 36.4

#200 (75 um) 16.2

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:


Page 1 of 2 5/15/2018 10:51Ver.# 1


CO-SS18-0076

8208-40

4/23/2018

C. FERN

4/30/2018Sample ID:




Hydrometer Analysis

2 min 69. 10.0 0.037011 11.2

5 min 69. 9.5 0.023408 10.2

15 min 69. 9.0 0.013560 9.2

30 min 69. 9.0 0.009589 9.2

60 min 69. 9.0 0.006780 9.2

250 min 69. 9.0 0.003322 9.2

24 hr 69. 8.0 0.001393 7.2



%Particle




8 Clay (Minus10)

8.2 Silt (Minus10)

83.8 Sand (Minus10)

WeightContent Type


Air Dry + Can 33.18


Can 14.44

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 5/15/2018 10:51Ver.# 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:

8208-40

95

C. FERN

STEVE ADAMSKY

5/24/2018

6/4/2018

7025

WOODS

G

0.5-5.0

ResultTest

Other Soil Tests






Clay (Minus10) 22.3

Silt (Minus10) 52.7

Sand (Minus10) 24.9


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) 100.0

#10 (2.00 mm) 99.0

#20 (850 um) 98.3

#40 (425 um) 92.8

#60 (250 um) 84.5

#100 (150 um) 78.0

#200 (75 um) 74.3

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:


Page 1 of 2 6/14/2018 13:07Ver.# 1


CO-SS18-0094

8208-40

5/24/2018

C. FERN

6/4/2018Sample ID:




Hydrometer Analysis

2 min 69. 32.0 0.032161 52.1

5 min 69. 28.0 0.020883 44.2

15 min 69. 24.0 0.012412 36.2

30 min 69. 22.0 0.008882 32.2

60 min 69. 20.5 0.006354 29.2

250 min 69. 18.0 0.003149 24.2

24 hr 69. 16.0 0.001332 20.2



%Particle




22.3 Clay (Minus10)

52.7 Silt (Minus10)

24.9 Sand (Minus10)

WeightContent Type


Air Dry + Can 27.37


Can 14.23

Corr. Factor 0.990


Plastic 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 6/14/2018 13:07Ver.# 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:

8208-40

95

C. FERN

STEVE ADAMSKY

5/24/2018

6/4/2018

7025

WOODS

G

5.0-15.0

ResultTest

Other Soil Tests






Clay (Minus10) 3.7

Silt (Minus10) 5.8

Sand (Minus10) 90.5


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) 99.4

#10 (2.00 mm) 98.0

#20 (850 um) 96.3

#40 (425 um) 84.3

#60 (250 um) 54.5

#100 (150 um) 22.9

#200 (75 um) 9.3

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:


Page 1 of 2 6/14/2018 13:11Ver.# 1


CO-SS18-0095

8208-40

5/24/2018

C. FERN

6/4/2018Sample ID:




Hydrometer Analysis

2 min 69. 7.0 0.037635 5.1

5 min 69. 7.0 0.023802 5.1

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. 6.0 0.001407 3.2



%Particle




3.7 Clay (Minus10)

5.8 Silt (Minus10)

90.5 Sand (Minus10)

WeightContent Type


Air Dry + Can 40.52


Can 14.39

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 6/14/2018 13:11Ver.# 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:

8208-40

95

C. FERN

STEVE ADAMSKY

5/24/2018

6/4/2018

7026

WOODS

G

0.5-4.0

ResultTest

Other Soil Tests






Clay (Minus10) 21.1

Silt (Minus10) 53

Sand (Minus10) 25.8


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) 99.5

#10 (2.00 mm) 98.4

#20 (850 um) 95.9

#40 (425 um) 89.6

#60 (250 um) 83.1

#100 (150 um) 77.3

#200 (75 um) 73.0

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:


Page 1 of 2 6/14/2018 13:11Ver.# 1


CO-SS18-0096

8208-40

5/24/2018

C. FERN

6/4/2018Sample ID:




Hydrometer Analysis

2 min 69. 31.0 0.032305 51.8

5 min 69. 27.0 0.021061 43.8

15 min 69. 22.0 0.012561 33.9

30 min 69. 20.0 0.008987 29.9

60 min 69. 18.5 0.006427 27.0

250 min 69. 16.5 0.003196 23.0

24 hr 69. 14.5 0.001346 19.0



%Particle




21.1 Clay (Minus10)

53 Silt (Minus10)

25.8 Sand (Minus10)

WeightContent Type


Air Dry + Can 33.01


Can 14.41

Corr. Factor 0.989


Plastic Limit

0

20

40

60

80

100

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

iner

Th

an

Percent Finer

Page 2 of 2 6/14/2018 13:11Ver.# 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:

8208-40

95

C. FERN

STEVE ADAMSKY

5/24/2018

6/4/2018

7026

WOODS

G

4.0-10.0

ResultTest

Other Soil Tests






Clay (Minus10) 2.6

Silt (Minus10) 6.8

Sand (Minus10) 90.6


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 97.9

#4 (4.75 mm) 94.6

#10 (2.00 mm) 89.8

#20 (850 um) 84.0

#40 (425 um) 67.7

#60 (250 um) 41.8

#100 (150 um) 18.3

#200 (75 um) 8.4

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:


Page 1 of 2 6/14/2018 13:12Ver.# 1


CO-SS18-0097

8208-40

5/24/2018

C. FERN

6/4/2018Sample ID:




Hydrometer Analysis

2 min 69. 6.0 0.037758 2.9

5 min 69. 6.0 0.023880 2.9

15 min 69. 6.0 0.013787 2.9

30 min 69. 6.0 0.009749 2.9

60 min 69. 6.0 0.006894 2.9

250 min 69. 6.0 0.003377 2.9

24 hr 69. 5.5 0.001407 2.0



%Particle




2.6 Clay (Minus10)

6.8 Silt (Minus10)

90.6 Sand (Minus10)

WeightContent Type


Air Dry + Can 35.86


Can 14.50

Corr. Factor 0.999


Plastic Limit

0

20

40

60

80

100

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

iner

Th

an

Percent Finer

Page 2 of 2 6/14/2018 13:12Ver.# 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:

8208-40

95

C. FERN

STEVE ADAMSKY

5/24/2018

6/4/2018

7026

WOODS

G

10.0-15.0

ResultTest

Other Soil Tests






Clay (Minus10) 4

Silt (Minus10) 14.8

Sand (Minus10) 81.2


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 98.5

3/8" (9.5 mm) 92.6

#4 (4.75 mm) 86.6

#10 (2.00 mm) 81.5

#20 (850 um) 76.8

#40 (425 um) 66.1

#60 (250 um) 48.1

#100 (150 um) 29.0

#200 (75 um) 15.3

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:


Page 1 of 2 6/14/2018 13:14Ver.# 1


CO-SS18-0098

8208-40

5/24/2018

C. FERN

6/4/2018Sample ID:




Hydrometer Analysis

2 min 69. 10.0 0.037011 7.5

5 min 69. 9.0 0.023487 5.9

15 min 69. 9.0 0.013560 5.9

30 min 69. 9.0 0.009589 5.9

60 min 69. 9.0 0.006780 5.9

250 min 69. 8.0 0.003344 4.3

24 hr 69. 7.0 0.001403 2.6



%Particle




4 Clay (Minus10)

14.8 Silt (Minus10)

81.2 Sand (Minus10)

WeightContent Type


Air Dry + Can 37.30


Can 14.49

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 6/14/2018 13:14Ver.# 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:

8208-40

95

C. FERN

STEVE ADAMSKY

5/22/2018

5/23/2018

7027

FIELD

G

2.0-3.5

ResultTest

Other Soil Tests






Clay (Minus10) 20.4

Silt (Minus10) 62.9

Sand (Minus10) 16.8


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) 99.6

#10 (2.00 mm) 99.0

#20 (850 um) 98.1

#40 (425 um) 94.9

#60 (250 um) 90.0

#100 (150 um) 85.2

#200 (75 um) 82.4

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:


Page 1 of 2 6/7/2018 13:17Ver.# 1


CO-SS18-0084

8208-40

5/22/2018

C. FERN

5/23/2018Sample ID:




Hydrometer Analysis

2 min 69. 34.0 0.031576 58.7

5 min 69. 27.0 0.021061 44.6

15 min 69. 22.0 0.012561 34.5

30 min 69. 20.0 0.008987 30.4

60 min 69. 18.0 0.006427 26.4

250 min 69. 16.0 0.003196 22.4

24 hr 69. 14.0 0.001346 18.3



%Particle




20.4 Clay (Minus10)

62.9 Silt (Minus10)

16.8 Sand (Minus10)

WeightContent Type


Air Dry + Can 28.13


Can 14.29

Corr. Factor 0.977


Plastic Limit

0

20

40

60

80

100

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

iner

Th

an

Percent Finer

Page 2 of 2 6/7/2018 13:17Ver.# 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:

8208-40

95

C. FERN

STEVE ADAMSKY

5/22/2018

5/23/2018

7027

FIELD

G

3.5-6

ResultTest

Other Soil Tests

Mn\DOT Class (Entire Sample) SL




Mn\DOT Class (Minus 10) SL

Clay (Minus10) 10.6

Silt (Minus10) 30.6

Sand (Minus10) 58.8


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 99.7

#4 (4.75 mm) 97.7

#10 (2.00 mm) 95.3

#20 (850 um) 91.0

#40 (425 um) 80.5

#60 (250 um) 65.0

#100 (150 um) 48.3

#200 (75 um) 39.3

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:


Page 1 of 2 6/7/2018 13:17Ver.# 1


CO-SS18-0085

8208-40

5/22/2018

C. FERN

5/23/2018Sample ID:




Hydrometer Analysis

2 min 69. 18.0 0.035204 24.2

5 min 69. 16.0 0.022597 20.4

15 min 69. 14.0 0.013189 16.5

30 min 69. 13.0 0.009392 14.6

60 min 69. 12.5 0.006665 13.6

250 min 69. 11.5 0.003265 11.7

24 hr 69. 10.0 0.001379 8.8



%Particle




10.6 Clay (Minus10)

30.6 Silt (Minus10)

58.8 Sand (Minus10)

WeightContent Type


Air Dry + Can 33.92


Can 14.26

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 6/7/2018 13:17Ver.# 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:

8208-40

95

C. FERN

STEVE ADAMSKY

5/22/2018

5/23/2018

7027

FIELD

G

6-13

ResultTest

Other Soil Tests

Mn\DOT Class (Entire Sample) FSL





Clay (Minus10) 6

Silt (Minus10) 15.9

Sand (Minus10) 78.1


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 99.1

#4 (4.75 mm) 97.4

#10 (2.00 mm) 94.5

#20 (850 um) 89.6

#40 (425 um) 77.1

#60 (250 um) 56.3

#100 (150 um) 33.1

#200 (75 um) 20.7

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:


Page 1 of 2 6/7/2018 13:18Ver.# 1


CO-SS18-0086

8208-40

5/22/2018

C. FERN

5/23/2018Sample ID:




Hydrometer Analysis

2 min 69. 11.0 0.036758 10.6

5 min 69. 10.0 0.023408 8.7

15 min 69. 10.0 0.013514 8.7

30 min 69. 9.5 0.009556 7.7

60 min 69. 9.0 0.006780 6.8

250 min 69. 9.0 0.003322 6.8

24 hr 69. 8.0 0.001393 4.9



%Particle




6 Clay (Minus10)

15.9 Silt (Minus10)

78.1 Sand (Minus10)

WeightContent Type


Air Dry + Can 37.93


Can 14.53

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 6/7/2018 13:18Ver.# 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:

8208-40

95

C. FERN

STEVE ADAMSKY

5/22/2018

5/23/2018

7027

FIELD

G

13-15

ResultTest

Other Soil Tests

Mn\DOT Class (Entire Sample) L




Mn\DOT Class (Minus 10) L

Clay (Minus10) 19.3

Silt (Minus10) 35.3

Sand (Minus10) 45.5


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) 98.7

#10 (2.00 mm) 96.5

#20 (850 um) 92.9

#40 (425 um) 85.2

#60 (250 um) 74.5

#100 (150 um) 62.2

#200 (75 um) 52.6

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:


Page 1 of 2 6/7/2018 13:20Ver.# 1


CO-SS18-0087

8208-40

5/22/2018

C. FERN

5/23/2018Sample ID:




Hydrometer Analysis

2 min 69. 23.5 0.033992 37.3

5 min 69. 21.0 0.021928 32.4

15 min 69. 18.5 0.012855 27.5

30 min 69. 17.5 0.009090 25.6

60 min 69. 16.5 0.006523 23.6

250 min 69. 15.0 0.003207 20.7

24 hr 69. 13.0 0.001356 16.8



%Particle




19.3 Clay (Minus10)

35.3 Silt (Minus10)

45.5 Sand (Minus10)

WeightContent Type


Air Dry + Can 31.33


Can 14.41

Corr. Factor 0.988


Plastic Limit

0

20

40

60

80

100

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

iner

Th

an

Percent Finer

Page 2 of 2 6/7/2018 13:20Ver.# 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:

8208-40

95

C. FERN

STEVE ADAMSKY

6/12/2018

6/19/2018

7029

FIELD

G

1.5-8.5

ResultTest

Other Soil Tests

Mn\DOT Class (Entire Sample) FSL





Clay (Minus10) 7.6

Silt (Minus10) 14.1

Sand (Minus10) 78.3


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 99.3

3/8" (9.5 mm) 98.0

#4 (4.75 mm) 95.6

#10 (2.00 mm) 93.0

#20 (850 um) 87.7

#40 (425 um) 77.4

#60 (250 um) 58.1

#100 (150 um) 34.7

#200 (75 um) 20.2

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:


Page 1 of 2 7/5/2018 14:21Ver.# 1


CO-SS18-0103

8208-40

6/12/2018

C. FERN

6/19/2018Sample ID:




Hydrometer Analysis

2 min 69. 11.0 0.036758 11.4

5 min 69. 10.0 0.023408 9.5

15 min 69. 10.0 0.013514 9.5

30 min 69. 10.0 0.009556 9.5

60 min 69. 9.0 0.006780 7.6

250 min 69. 9.0 0.003322 7.6

24 hr 69. 8.5 0.001393 6.7



%Particle




7.6 Clay (Minus10)

14.1 Silt (Minus10)

78.3 Sand (Minus10)

WeightContent Type


Air Dry + Can 34.62


Can 14.37

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 7/5/2018 14:21Ver.# 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:

8208-40

95

C. FERN

STEVE ADAMSKY

6/12/2018

6/19/2018

7030

FIELD

G

0.3-4.0

ResultTest

Other Soil Tests






Clay (Minus10) 5.2

Silt (Minus10) 5.6

Sand (Minus10) 89.1


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 99.4

3/8" (9.5 mm) 97.3

#4 (4.75 mm) 96.5

#10 (2.00 mm) 95.7

#20 (850 um) 93.2

#40 (425 um) 75.7

#60 (250 um) 44.9

#100 (150 um) 19.8

#200 (75 um) 10.4

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:


Page 1 of 2 7/5/2018 14:22Ver.# 1


CO-SS18-0104

8208-40

6/12/2018

C. FERN

6/19/2018Sample ID:




Hydrometer Analysis

2 min 69. 7.5 0.037386 6.0

5 min 69. 7.0 0.023802 5.0

15 min 69. 7.0 0.013742 5.0

30 min 69. 7.0 0.009717 5.0

60 min 69. 7.0 0.006871 5.0

250 min 69. 7.0 0.003366 5.0

24 hr 69. 7.0 0.001403 5.0



%Particle




5.2 Clay (Minus10)

5.6 Silt (Minus10)

89.1 Sand (Minus10)

WeightContent Type


Air Dry + Can 34.32


Can 14.05

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 7/5/2018 14:22Ver.# 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:

8208-40

95

C. FERN

STEVE ADAMSKY

6/12/2018

6/19/2018

7030

FIELD

G

4.0-7.5

ResultTest

Other Soil Tests






Clay (Minus10) 7.1

Silt (Minus10) 25.2

Sand (Minus10) 67.7


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 99.0

3/8" (9.5 mm) 93.2

#4 (4.75 mm) 89.5

#10 (2.00 mm) 82.0

#20 (850 um) 77.3

#40 (425 um) 69.1

#60 (250 um) 57.1

#100 (150 um) 41.2

#200 (75 um) 26.5

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:


Page 1 of 2 7/5/2018 14:23Ver.# 1


CO-SS18-0105

8208-40

6/12/2018

C. FERN

6/19/2018Sample ID:




Hydrometer Analysis

2 min 69. 13.0 0.036376 12.5

5 min 69. 12.0 0.023087 10.8

15 min 69. 11.5 0.013329 10.0

30 min 69. 11.0 0.009491 9.2

60 min 69. 10.0 0.006757 7.6

250 min 69. 9.5 0.003310 6.7

24 hr 69. 8.5 0.001393 5.1



%Particle




7.1 Clay (Minus10)

25.2 Silt (Minus10)

67.7 Sand (Minus10)

WeightContent Type


Air Dry + Can 35.32


Can 14.48

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 7/5/2018 14:23Ver.# 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:

8208-40

95

C. FERN

STEVE ADAMSKY

6/12/2018

6/19/2018

7030

FIELD

G

7.5-10.0

ResultTest

Other Soil Tests






Clay (Minus10) 7.3

Silt (Minus10) 35.7

Sand (Minus10) 57


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) 92.8

#10 (2.00 mm) 81.2

#20 (850 um) 69.1

#40 (425 um) 60.9

#60 (250 um) 55.1

#100 (150 um) 47.1

#200 (75 um) 34.9

Test Comments:


Copies To:

STEVE ADAMSKY

C. FERN

Report Approved By:


Page 1 of 2 7/5/2018 14:36Ver.# 1


CO-SS18-0106

8208-40

6/12/2018

C. FERN

6/19/2018Sample ID:




Hydrometer Analysis

2 min 69. 17.0 0.035468 18.9

5 min 69. 14.5 0.022843 14.8

15 min 69. 13.0 0.013283 12.4

30 min 69. 12.0 0.009425 10.8

60 min 69. 11.0 0.006711 9.1

250 min 69. 9.0 0.003322 5.9

24 hr 69. 9.0 0.001384 5.9



%Particle




7.3 Clay (Minus10)

35.7 Silt (Minus10)

57 Sand (Minus10)

WeightContent Type


Air Dry + Can 36.46


Can 14.56

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 7/5/2018 14:36Ver.# 1

test report on sample of subsoil sample id: other soil tests · 2019. 1. 25. · test report on...

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