Minnesota Department of Transportation - Project 6284-172 ... · Clay (Entire Sample) 19.2 Silt...

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Minnesota Department of Transportation

Test Report on Sample of Subsoil Office of Materials and Road Research

1400 Gervais Avenue Maplewood, MN 55109

Sample ID: CO-SS17-0020 Depth (ft.): 4.0-6.0

Project Number: 6284-172 Field ID: 7422

T.H. Number: 35W Field Classification:

Submitted By: D. MALCHOW Date Sampled: 12/1/2016

Proj. Engineer: TIM CLYNE Date Received: 1/18/2017

Tests Required: G, PI Report Approved: 1/27/2017

Sample Taken From:

Sieves

Sieve Size Percent Passing

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) 99.0

#10 (2.00 mm) 97.1

#20 (850 um) 91.5

#40 (425 um) 83.5

#60 (250 um) 73.3

#100 (150 um) 62.9

#200 (75 um) 51.7

Other Soil Tests

Test Result

Liquid Limit 28.4

Plastic Limit 16.0

Plasticity Index 12.5

Mn\DOT Class (Entire Sample) L

Clay (Entire Sample) 19.2

Silt (Entire Sample) 32.5

S & G (Entire Sample) 48.3

Mn\DOT Class (Minus 10) L

Clay (Minus10) 19.8

Silt (Minus10) 33.5

Sand (Minus10) 46.8

AASHTO Group A-6

Group Index 3

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

Test Comments:

Charge Out: 1037, 1038, 1041

Copies To:

TIM CLYNE

D. MALCHOW

Report Approved By:

Ver.# 1 Page 1 of 2 1/27/2017 9:07

Minnesota Department of Transportation SubSoil Sample Worksheet

Sample ID: CO-SS17-0020 Submitted By: D. MALCHOW

Project Number: 1/18/20176284-172 Date Received: Date Sampled: 12/1/2016

Hydrometer Analysis Liquid Limit

Time Temp Read Size (mm) % Finer Type Weight 1 Weight 2

Particle Size

Particle %

2 min 69. 24.0 0.033992 38.7 No. Blows 23 18

5 min 69. 22.0 0.021757 34.7 Wet + Can 26.78 24.03

15 min 69. 20.5 0.012709 31.8 Dry + Can 24.04 21.84

Can 14.44 14.4730 min 69. 19.0 0.009055 28.8 Liquid Limit 28.4

60 min 69. 17.5 0.006427 25.8

250 min 69. 15.5 0.003196 21.9

24 hr 69. 13.0 0.001356 17.0

Hygroscopic Moisture Plastic Limit

Content Type Weight Type Weight 1 Weight 2

Air Dry + Can 33.39 Wet + Can 18.56 18.06

Oven Dry + Can 33.10 Dry + Can 17.96 17.58

Can 14.42 Can 14.3 14.4

Corr. Factor 0.985 Plastic Limit 16.0


Percent Finer 100

80

60

40

20

0




Clay (Minus10) 19.8

Silt (Minus10) 33.5

Sand (Minus10) 46.8

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

ine

r T

ha

n

Ver.# 1 Page 2 of 2 1/27/2017 9:07



1400 Gervais Avenue

Maplewood, MN 55109






Tests Required: G Report Approved: 1/27/2017

Sample Taken From:

Sieves Other Soil Tests

Sieve Size Percent Passing Test Result

2" (50 mm) 100.0 Mn\DOT Class (Entire Sample) FS

1" (25.0 mm) 100.0 Clay (Entire Sample) 2.5

3/4" (19.0 mm) 100.0 Silt (Entire Sample) 3.6

3/8" (9.5 mm) 99.4 S & G (Entire Sample) 93.9

#4 (4.75 mm)

#10 (2.00 mm)

#20 (850 um)

#40 (425 um)

98.8

97.1

93.2

84.8

Mn\DOT Class (Minus 10)

Clay (Minus10)

Silt (Minus10)

Sand (Minus10)

S

2.6

3.7

93.7

#60 (250 um) 37.8

#100 (150 um) 12.3

#200 (75 um) 6.1


Test Comments:

Charge Out: 1037, 1038

Copies To:

TIM CLYNE

D. MALCHOW TIM CLYNE

Ver.# 1 Page 1 of 2 1/27/2017 9:08

Report Approved By:




Hydrometer Analysis

Time Temp Read Size (mm) % Finer

Particle Size

Particle %

2 min 69. 7.5 0.037386 4.1

5 min 69. 7.5 0.023645 4.1

15 min 69. 7.5 0.013652 4.1

30 min 69. 7.5 0.009653 4.1

60 min 69. 7.5 0.006826 4.1

250 min 69. 7.0 0.003366 3.1

24 hr 69. 6.5 0.001407 2.2




Clay (Minus10) 2.6

Silt (Minus10) 3.7

Sand (Minus10) 93.7

Hygroscopic Moisture

Content Type Weight

Air Dry + Can 38.79

Oven Dry + Can 38.74

Can 14.38

Corr. Factor 0.998

0

20

40

60

80

100

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

ine

r T

ha

n

Percent Finer

Liquid Limit

Type Weight 1 Weight 2

Plastic Limit


Ver.# 1 Page 2 of 2 1/27/2017 9:08










Sample Taken From:

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) 98.6

#10 (2.00 mm) 96.8

#20 (850 um) 91.4

#40 (425 um) 83.8

#60 (250 um) 72.7

#100 (150 um) 60.0

#200 (75 um) 47.5

Other Soil Tests

Test Result

Liquid Limit 25.3

Plastic Limit 16.4


Mn\DOT Class (Entire Sample) SL




Mn\DOT Class (Minus 10) SL

Clay (Minus10) 16.6

Silt (Minus10) 32.4

Sand (Minus10) 50.9

AASHTO Group A-4

Group Index 1


Test Comments:

Charge Out: 1037, 1038, 1041

Copies To:

TIM CLYNE


Ver.# 1 Page 1 of 2 1/27/2017 9:10

Report Approved By:






Particle Size

Particle %

2 min 69. 22.0 0.034401 32.5 No. Blows 32 25

5 min 69. 21.0 0.021928 30.6 Wet + Can 27.13 28.83

15 min 69. 19.0 0.012806 26.7 Dry + Can 24.66 25.87


60 min 69. 17.0 0.006476 22.7

250 min 69. 15.0 0.003207 18.8

24 hr 69. 12.5 0.001360 13.9





Can 14.42 Can 14.6 14.0



Percent Finer 100

80

60

40

20

0




Clay (Minus10) 16.6

Silt (Minus10) 32.4

Sand (Minus10) 50.9

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

ine

r T

ha

n

Ver.# 1 Page 2 of 2 1/27/2017 9:10










Sample Taken From:

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) 97.9

#20 (850 um) 91.5

#40 (425 um) 82.5

#60 (250 um) 71.1

#100 (150 um) 59.3

#200 (75 um) 47.6

Other Soil Tests

Test Result

Liquid Limit 25.1

Plastic Limit 15.9







Clay (Minus10) 18.4

Silt (Minus10) 30.2

Sand (Minus10) 51.4

AASHTO Group A-4

Group Index 1


Test Comments:

Charge Out: 1037, 1038, 1041

Copies To:

TIM CLYNE


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

Report Approved By:






Particle Size

Particle %

2 min 69. 24.0 0.033992 36.0 No. Blows 22 17

5 min 69. 22.0 0.021757 32.0 Wet + Can 27.01 25.91

15 min 69. 20.0 0.012709 28.1 Dry + Can 24.38 23.52


60 min 69. 18.0 0.006427 24.1

250 min 69. 16.0 0.003196 20.1

24 hr 69. 14.0 0.001346 16.2





Can 14.08 Can 14.2 14.3



Percent Finer 100

80

60

40

20

0




Clay (Minus10) 18.4

Silt (Minus10) 30.2

Sand (Minus10) 51.4

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

ine

r T

ha

n

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










Sample Taken From:

Sieves


2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 99.5

3/8" (9.5 mm) 99.4

#4 (4.75 mm) 98.8

#10 (2.00 mm) 97.1

#20 (850 um) 90.1

#40 (425 um) 80.7

#60 (250 um) 69.8

#100 (150 um) 59.3

#200 (75 um) 48.5

Other Soil Tests

Test Result

Liquid Limit 27.4

Plastic Limit 16.7







Clay (Minus10) 17.8

Silt (Minus10) 32.1

Sand (Minus10) 50.1

AASHTO Group A-6

Group Index 2


Test Comments:

Charge Out: 1037, 1038, 1041

Copies To:

TIM CLYNE


Ver.# 1 Page 1 of 2 1/27/2017 9:13

Report Approved By:






Particle Size

Particle %

2 min 69. 23.0 0.034129 36.7 No. Blows 27 16

5 min 69. 21.0 0.021928 32.7 Wet + Can 26.00 25.11

15 min 69. 19.0 0.012806 28.8 Dry + Can 23.50 22.72


60 min 69. 16.5 0.006523 23.9

250 min 69. 14.0 0.003231 18.9

24 hr 69. 12.5 0.001360 16.0





Can 14.52 Can 14.4 14.2



Percent Finer 100

80

60

40

20

0




Clay (Minus10) 17.8

Silt (Minus10) 32.1

Sand (Minus10) 50.1

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

ine

r T

ha

n

Ver.# 1 Page 2 of 2 1/27/2017 9:13










Sample Taken From:

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) 97.9

#20 (850 um) 93.7

#40 (425 um) 85.9

#60 (250 um) 74.6

#100 (150 um) 61.4

#200 (75 um) 48.2

Other Soil Tests

Test Result

Liquid Limit 23.7

Plastic Limit 16.6







Clay (Minus10) 18.2

Silt (Minus10) 31.1

Sand (Minus10) 50.8

AASHTO Group A-4

Group Index 1


Test Comments:

Charge Out: 1037, 1038, 1041

Copies To:

TIM CLYNE


Ver.# 1 Page 1 of 2 1/27/2017 9:15

Report Approved By:






Particle Size

Particle %

2 min 69. 23.0 0.034129 35.9 No. Blows 24 18

5 min 69. 21.0 0.021928 31.9 Wet + Can 27.13 25.51

15 min 69. 19.0 0.012806 27.9 Dry + Can 24.70 23.30


60 min 69. 17.0 0.006476 24.0

250 min 69. 15.0 0.003207 20.0

24 hr 69. 13.0 0.001356 16.0





Can 14.35 Can 14.3 14.1



Percent Finer 100

80

60

40

20

0




Clay (Minus10) 18.2

Silt (Minus10) 31.1

Sand (Minus10) 50.8

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

ine

r T

ha

n

Ver.# 1 Page 2 of 2 1/27/2017 9:15

Sample ID:

Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:


Test Report on Sample of Subsoil

Office of Materials and Road Research 1400 Gervais Avenue

Maplewood, MN 55109

CO-SS17-0053 Depth (ft.):

6284-172 Field ID:

35W Field Classification:

D. MALCHOW Date Sampled:

SHELLY PEDERSON Date Received:

G Report Approved:

TH 35W

1.5-8.5

7439

1/12/2017

2/14/2017

3/7/2017



2" (50 mm) 100.0 Mn\DOT Class (Entire Sample) LFS




#4 (4.75 mm)

#10 (2.00 mm)

#20 (850 um)

#40 (425 um)

100.0

99.6

99.2

97.0


Clay (Minus10)

Silt (Minus10)

Sand (Minus10)

LS

4.6

10.2

85

#60 (250 um) 80.3

#100 (150 um) 47.7

#200 (75 um) 14.9


Test Comments:


Copies To:

SHELLY PEDERSON

D. MALCHOW

S. PEDERSON

Ver.# 1 Page 1 of 2 3/7/2017 10:51

Report Approved By:






2 min 69. 8.0 0.037386 5.2

5 min 69. 8.0 0.023645 5.2

15 min 69. 8.0 0.013652 5.2

30 min 69. 8.0 0.009653 5.2

60 min 69. 8.0 0.006826 5.2

250 min 69. 8.0 0.003344 5.2

24 hr 69. 7.5 0.001393 4.2



Air Dry + Can 37.86


Can 14.42

Corr. Factor 0.997

Percent Finer 100

80

60

40

20

0

Particle Size

Particle %




Clay (Minus10) 4.6

Silt (Minus10) 10.2

Sand (Minus10) 85

% F

ine

r T

ha

n

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

Ver.# 1 Page 2 of 2 3/7/2017 10:51

Sample ID:

Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:




Maplewood, MN 55109


6284-172 Field ID:




G Report Approved:

TH 35W

1.5-4.0

7445

2/10/2017

2/14/2017

3/7/2017



2" (50 mm) 100.0 Mn\DOT Class (Entire Sample) FSL




#4 (4.75 mm)

#10 (2.00 mm)

#20 (850 um)

#40 (425 um)

99.9

99.6

98.8

95.9


Clay (Minus10)

Silt (Minus10)

Sand (Minus10)

SL

8.3

12.7

79

#60 (250 um) 79.6

#100 (150 um) 48.2

#200 (75 um) 20.9


Test Comments:


Copies To:

SHELLY PEDERSON

D. MALCHOW

S. PEDERSON

Ver.# 1 Page 1 of 2 3/7/2017 10:54

Report Approved By:






2 min 69. 11.0 0.036758 12.3

5 min 69. 10.5 0.023408 11.3

15 min 69. 10.5 0.013514 11.3

30 min 69. 10.0 0.009556 10.3

60 min 69. 10.0 0.006757 10.3

250 min 69. 9.0 0.003322 8.3

24 hr 69. 9.0 0.001384 8.3



Air Dry + Can 34.93


Can 14.66

Corr. Factor 0.994

Percent Finer 100

80

60

40

20

0

Particle Size

Particle %




Clay (Minus10) 8.3

Silt (Minus10) 12.7

Sand (Minus10) 79

% F

ine

r T

ha

n

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

Ver.# 1 Page 2 of 2 3/7/2017 10:54






T.H. Number: 35 Field Classification:




Sample Taken From:

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) 94.8

#40 (425 um) 86.8

#60 (250 um) 73.7

#100 (150 um) 59.0

#200 (75 um) 44.6

Other Soil Tests

Test Result

Liquid Limit 23.5

Plastic Limit 16.3







Clay (Minus10) 15.7

Silt (Minus10) 29.8

Sand (Minus10) 54.5

AASHTO Group A-4

Group Index 0


Test Comments:

Charge Out: 1037, 1038, 1041

Copies To:

TIM CLYNE


Ver.# 1 Page 1 of 2 1/30/2017 10:22

Report Approved By:






Particle Size

Particle %

2 min 69. 20.5 0.034805 32.0 No. Blows 26 17

5 min 69. 19.0 0.022181 29.0 Wet + Can 25.93 23.52

15 min 69. 17.5 0.012855 26.0 Dry + Can 23.76 21.69


60 min 69. 15.0 0.006547 21.1

250 min 69. 13.0 0.003254 17.1

24 hr 69. 11.5 0.001360 14.1





Can 14.43 Can 14.5 14.4



Percent Finer 100

80

60

40

20

0




Clay (Minus10) 15.7

Silt (Minus10) 29.8

Sand (Minus10) 54.5

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

ine

r T

ha

n

Ver.# 1 Page 2 of 2 1/30/2017 10:22










Sample Taken From:

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) 99.0

#40 (425 um) 98.1

#60 (250 um) 95.7

#100 (150 um) 70.8

#200 (75 um) 21.5

Other Soil Tests

Test Result

Liquid Limit 0.0

Plastic Limit 0.0


Mn\DOT Class (Entire Sample) FSL





Clay (Minus10) 5.7

Silt (Minus10) 15.9

Sand (Minus10) 78.5

AASHTO Group A-2-4

Group Index 0


Test Comments:

Charge Out: 1037, 1038, 1041

Copies To:

TIM CLYNE


Ver.# 1 Page 1 of 2 1/30/2017 10:23

Report Approved By:






Particle Size

Particle %

2 min 69. 9.0 0.037136 7.3 Liquid Limit 0.0

5 min 69. 9.0 0.023487 7.3

15 min 69. 9.0 0.013560 7.3

30 min 69. 9.0 0.009589 7.3

60 min 69. 9.0 0.006780 7.3

250 min 69. 8.5 0.003344 6.2

24 hr 69. 8.0 0.001393 5.2



Air Dry + Can 35.51 Plastic Limit 0.0

Oven Dry + Can 35.34 Plasticity Index 0.0

Can 14.46

Corr. Factor 0.992

Percent Finer 100

80

60

40

20

0




Clay (Minus10) 5.7

Silt (Minus10) 15.9

Sand (Minus10) 78.5

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

ine

r T

ha

n

Ver.# 1 Page 2 of 2 1/30/2017 10:23










Sample Taken From:

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) 99.9

#40 (425 um) 99.5

#60 (250 um) 98.1

#100 (150 um) 86.9

#200 (75 um) 43.1

Other Soil Tests

Test Result

Liquid Limit 0.0

Plastic Limit 0.0


Mn\DOT Class (Entire Sample) FSL





Clay (Minus10) 6.7

Silt (Minus10) 36.4

Sand (Minus10) 56.9

AASHTO Group A-4

Group Index 0


Test Comments:

Charge Out: 1037, 1038, 1041

Copies To:

TIM CLYNE


Ver.# 1 Page 1 of 2 1/30/2017 10:24

Report Approved By:






Particle Size

Particle %

2 min 69. 10.5 0.037011 10.3 Liquid Limit 0.0

5 min 69. 10.0 0.023408 9.3

15 min 69. 10.0 0.013514 9.3

30 min 69. 9.5 0.009556 8.2

60 min 69. 9.0 0.006780 7.2

250 min 69. 9.0 0.003322 7.2

24 hr 69. 8.5 0.001393 6.2





Can 14.58

Corr. Factor 0.995

Percent Finer 100

80

60

40

20

0




Clay (Minus10) 6.7

Silt (Minus10) 36.4

Sand (Minus10) 56.9

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

ine

r T

ha

n

Ver.# 1 Page 2 of 2 1/30/2017 10:24



1400 Gervais Avenue

Maplewood, MN 55109







Sample Taken From:



2" (50 mm) 100.0 Mn\DOT Class (Entire Sample) L




#4 (4.75 mm)

#10 (2.00 mm)

#20 (850 um)

#40 (425 um)

100.0

100.0

99.9

99.8


Clay (Minus10)

Silt (Minus10)

Sand (Minus10)

L

6.7

49.1

44.2

#60 (250 um) 99.3

#100 (150 um) 86.5

#200 (75 um) 55.8


Test Comments:


Copies To:

TIM CLYNE


Ver.# 1 Page 1 of 2 1/30/2017 10:25

Report Approved By:






2 min 69. 13.0 0.036376 16.3

5 min 69. 12.0 0.023087 14.3

15 min 69. 10.5 0.013514 11.3

30 min 69. 10.0 0.009556 10.3

60 min 69. 9.5 0.006757 9.3

250 min 69. 8.5 0.003344 7.3

24 hr 69. 8.0 0.001393 6.3



Air Dry + Can 37.64


Can 14.41

Corr. Factor 0.996

Percent Finer 100

80

60

40

20

0

Particle Size

Particle %




Clay (Minus10) 6.7

Silt (Minus10) 49.1

Sand (Minus10) 44.2

% F

ine

r T

ha

n

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

Ver.# 1 Page 2 of 2 1/30/2017 10:25










Sample Taken From:

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) 100.0

#40 (425 um) 99.5

#60 (250 um) 89.8

#100 (150 um) 54.5

#200 (75 um) 17.1

Other Soil Tests

Test Result

Liquid Limit 0.0

Plastic Limit 0.0


Mn\DOT Class (Entire Sample) LFS




Mn\DOT Class (Minus 10) LS

Clay (Minus10) 6.7

Silt (Minus10) 10.4

Sand (Minus10) 82.9

AASHTO Group A-2-4

Group Index 0


Test Comments:

Charge Out: 1037, 1038, 1041

Copies To:

TIM CLYNE


Ver.# 1 Page 1 of 2 1/30/2017 10:27

Report Approved By:






Particle Size

Particle %

2 min 69. 9.0 0.037136 9.3 Liquid Limit 0.0

5 min 69. 8.5 0.023645 8.3

15 min 69. 8.5 0.013652 8.3

30 min 69. 8.5 0.009653 8.3

60 min 69. 8.0 0.006826 7.3

250 min 69. 8.0 0.003344 7.3

24 hr 69. 7.5 0.001393 6.3





Can 14.21

Corr. Factor 0.994

Percent Finer 100

80

60

40

20

0




Clay (Minus10) 6.7

Silt (Minus10) 10.4

Sand (Minus10) 82.9

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

ine

r T

ha

n

Ver.# 1 Page 2 of 2 1/30/2017 10:27



1400 Gervais Avenue

Maplewood, MN 55109







Sample Taken From:







#4 (4.75 mm)

#10 (2.00 mm)

#20 (850 um)

#40 (425 um)

100.0

100.0

100.0

99.6


Clay (Minus10)

Silt (Minus10)

Sand (Minus10)

LS

4

13.5

82.5

#60 (250 um) 88.6

#100 (150 um) 54.4

#200 (75 um) 17.5


Test Comments:


Copies To:

TIM CLYNE


Ver.# 1 Page 1 of 2 2/1/2017 12:22

Report Approved By:






2 min 68. 9.0 0.037136 6.0

5 min 68. 8.5 0.023645 5.0

15 min 68. 8.0 0.013652 4.0

30 min 68. 8.0 0.009653 4.0

60 min 68. 8.0 0.006826 4.0

250 min 68. 8.0 0.003344 4.0

24 hr 68. 8.0 0.001393 4.0



Air Dry + Can 37.03


Can 14.25

Corr. Factor 0.996

Percent Finer 100

80

60

40

20

0

Particle Size

Particle %




Clay (Minus10) 4

Silt (Minus10) 13.5

Sand (Minus10) 82.5

% F

ine

r T

ha

n

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

Ver.# 1 Page 2 of 2 2/1/2017 12:22



1400 Gervais Avenue

Maplewood, MN 55109







Sample Taken From:



2" (50 mm) 100.0 Mn\DOT Class (Entire Sample) SiL




#4 (4.75 mm)

#10 (2.00 mm)

#20 (850 um)

#40 (425 um)

100.0

100.0

100.0

100.0


Clay (Minus10)

Silt (Minus10)

Sand (Minus10)

SiL

10.4

78.9

10.7

#60 (250 um) 99.7

#100 (150 um) 98.0

#200 (75 um) 89.3


Test Comments:


Copies To:

TIM CLYNE


Ver.# 1 Page 1 of 2 2/1/2017 12:23

Report Approved By:






2 min 68. 34.0 0.031576 59.6

5 min 68. 27.5 0.020883 46.5

15 min 68. 18.5 0.012855 28.3

30 min 68. 15.0 0.009259 21.2

60 min 68. 12.5 0.006665 16.2

250 min 68. 10.5 0.003310 12.1

24 hr 68. 9.0 0.001384 9.1



Air Dry + Can 27.43


Can 14.26

Corr. Factor 0.989

Percent Finer 100

80

60

40

20

0

Particle Size

Particle %




Clay (Minus10) 10.4

Silt (Minus10) 78.9

Sand (Minus10) 10.7

% F

ine

r T

ha

n

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

Ver.# 1 Page 2 of 2 2/1/2017 12:23



1400 Gervais Avenue

Maplewood, MN 55109







Sample Taken From:







#4 (4.75 mm)

#10 (2.00 mm)

#20 (850 um)

#40 (425 um)

95.2

92.1

85.8

74.6


Clay (Minus10)

Silt (Minus10)

Sand (Minus10)

SL

8.5

12.3

79.3

#60 (250 um) 57.2

#100 (150 um) 35.6

#200 (75 um) 19.1


Test Comments:


Copies To:

TIM CLYNE


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

Report Approved By:






2 min 68. 11.5 0.036504 12.1

5 min 68. 11.0 0.023248 11.1

15 min 68. 10.5 0.013514 10.2

30 min 68. 10.5 0.009556 10.2

60 min 68. 10.0 0.006757 9.3

250 min 68. 9.5 0.003310 8.3

24 hr 68. 9.0 0.001384 7.4



Air Dry + Can 35.74


Can 14.08

Corr. Factor 0.993

Percent Finer 100

80

60

40

20

0

Particle Size

Particle %




Clay (Minus10) 8.5

Silt (Minus10) 12.3

Sand (Minus10) 79.3

% F

ine

r T

ha

n

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

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

Sample ID:

Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:




Maplewood, MN 55109


6284-172 Field ID:




G Report Approved:

0-5.0

7462

1/26/2017

2/14/2017

3/7/2017







#4 (4.75 mm)

#10 (2.00 mm)

#20 (850 um)

#40 (425 um)

100.0

100.0

99.9

97.2


Clay (Minus10)

Silt (Minus10)

Sand (Minus10)

LS

3.6

11.3

85.1

#60 (250 um) 76.1

#100 (150 um) 40.4

#200 (75 um) 14.9


Test Comments:


Copies To:

SHELLY PEDERSON

D. MALCHOW

S. PEDERSON

Ver.# 1 Page 1 of 2 3/7/2017 10:55

Report Approved By:






2 min 69. 7.5 0.037386 6.2

5 min 69. 7.5 0.023645 6.2

15 min 69. 7.0 0.013742 5.2

30 min 69. 7.0 0.009717 5.2

60 min 69. 6.5 0.006894 4.2

250 min 69. 6.5 0.003377 4.2

24 hr 69. 6.0 0.001407 3.2



Air Dry + Can 37.11


Can 14.64

Corr. Factor 0.997

Percent Finer 100

80

60

40

20

0

Particle Size

Particle %




Clay (Minus10) 3.6

Silt (Minus10) 11.3

Sand (Minus10) 85.1

% F

ine

r T

ha

n

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

Ver.# 1 Page 2 of 2 3/7/2017 10:55

Sample ID:

Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:



1400 Gervais Avenue

Maplewood, MN 55109


6284-172 Field ID:



AMIR AZARSHIN Date Received:

G Report Approved:

TH 35W

1.0-9.0

7464

2/3/2017

2/14/2017

3/7/2017







#4 (4.75 mm)

#10 (2.00 mm)

#20 (850 um)

#40 (425 um)

100.0

100.0

100.0

99.8


Clay (Minus10)

Silt (Minus10)

Sand (Minus10)

LS

4.7

6.7

88.6

#60 (250 um) 95.3

#100 (150 um) 48.3

#200 (75 um) 11.4


Test Comments:


Copies To:

AMIR AZARSHIN

D. MALCHOW

S. PEDERSON

Ver.# 1 Page 1 of 2 3/7/2017 11:09

Report Approved By:






2 min 69. 8.5 0.037386 5.3

5 min 69. 8.5 0.023645 5.3

15 min 69. 8.5 0.013652 5.3

30 min 69. 8.5 0.009653 5.3

60 min 69. 8.5 0.006826 5.3

250 min 69. 8.5 0.003344 5.3

24 hr 69. 8.0 0.001393 4.3



Air Dry + Can 36.79


Can 14.56

Corr. Factor 0.997

Percent Finer 100

80

60

40

20

0

Particle Size

Particle %




Clay (Minus10) 4.7

Silt (Minus10) 6.7

Sand (Minus10) 88.6

% F

ine

r T

ha

n

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

Ver.# 1 Page 2 of 2 3/7/2017 11:09

Sample ID:

Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:




Maplewood, MN 55109


6284-172 Field ID:




G Report Approved:

TH 35W

.5-10.0

7473

2/3/2017

2/14/2017

3/7/2017







#4 (4.75 mm)

#10 (2.00 mm)

#20 (850 um)

#40 (425 um)

100.0

100.0

99.9

98.8


Clay (Minus10)

Silt (Minus10)

Sand (Minus10)

LS

5.2

14.1

80.7

#60 (250 um) 86.4

#100 (150 um) 51.2

#200 (75 um) 19.3


Test Comments:


Copies To:

SHELLY PEDERSON

D. MALCHOW

S. PEDERSON

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

Report Approved By:






2 min 69. 9.0 0.037136 9.3

5 min 69. 8.5 0.023645 8.3

15 min 69. 8.0 0.013652 7.2

30 min 69. 8.0 0.009653 7.2

60 min 69. 7.5 0.006826 6.2

250 min 69. 7.0 0.003366 5.2

24 hr 69. 7.0 0.001403 5.2



Air Dry + Can 36.43


Can 14.37

Corr. Factor 0.995

Percent Finer 100

80

60

40

20

0

Particle Size

Particle %




Clay (Minus10) 5.2

Silt (Minus10) 14.1

Sand (Minus10) 80.7

% F

ine

r T

ha

n

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

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

Sample ID:

Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:




Maplewood, MN 55109


6284-172 Field ID:




G Report Approved:

TH 35W

.25-7.5

7475

2/10/2017

2/14/2017

3/7/2017



2" (50 mm) 100.0 Mn\DOT Class (Entire Sample) FSL




#4 (4.75 mm)

#10 (2.00 mm)

#20 (850 um)

#40 (425 um)

99.7

99.4

99.2

98.2


Clay (Minus10)

Silt (Minus10)

Sand (Minus10)

SL

7.6

26.3

66.2

#60 (250 um) 92.2

#100 (150 um) 70.6

#200 (75 um) 33.6


Test Comments:


Copies To:

SHELLY PEDERSON

D. MALCHOW

S. PEDERSON

Ver.# 1 Page 1 of 2 3/7/2017 11:15

Report Approved By:






2 min 69. 12.5 0.036504 15.1

5 min 69. 10.5 0.023408 11.1

15 min 69. 10.5 0.013514 11.1

30 min 69. 10.0 0.009556 10.1

60 min 69. 9.5 0.006757 9.1

250 min 69. 9.0 0.003322 8.1

24 hr 69. 8.5 0.001393 7.1



Air Dry + Can 34.68


Can 14.39

Corr. Factor 0.995

Percent Finer 100

80

60

40

20

0

Particle Size

Particle %




Clay (Minus10) 7.6

Silt (Minus10) 26.3

Sand (Minus10) 66.2

% F

ine

r T

ha

n

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

Ver.# 1 Page 2 of 2 3/7/2017 11:15

Sample ID:

Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:




Maplewood, MN 55109


6284-172 Field ID:




G, PI Report Approved:

5.5-9.0

7477

2/10/2017

2/14/2017

3/7/2017

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) 100.0

#40 (425 um) 100.0

#60 (250 um) 99.8

#100 (150 um) 98.7

#200 (75 um) 91.7

Other Soil Tests

Test Result

Liquid Limit 0.0

Plastic Limit 0.0


Mn\DOT Class (Entire Sample) Si




Mn\DOT Class (Minus 10) Si

Clay (Minus10) 10.2

Silt (Minus10) 81.6

Sand (Minus10) 8.3

AASHTO Group A-4

Group Index 0


Test Comments:

Charge Out: 1037, 1038, 1041

Copies To:

SHELLY PEDERSON

D. MALCHOW

S. PEDERSON

Ver.# 1 Page 1 of 2 3/7/2017 11:17

Report Approved By:






Particle Size

Particle %

2 min 69. 35.0 0.031428 61.8 Liquid Limit 0.0

5 min 69. 26.0 0.021149 43.6

15 min 69. 18.5 0.012855 28.5

30 min 69. 15.5 0.009225 22.4

60 min 69. 13.0 0.006641 17.4

250 min 69. 10.0 0.003310 11.3

24 hr 69. 9.0 0.001384 9.3





Can 14.17

Corr. Factor 0.990

Percent Finer 100

80

60

40

20

0




Clay (Minus10) 10.2

Silt (Minus10) 81.6

Sand (Minus10) 8.3

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

ine

r T

ha

n

Ver.# 1 Page 2 of 2 3/7/2017 11:17




Sample ID: CO-SS17-0034 Depth (ft.): 5-6 AND 7.5-9






Sample Taken From:

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) 98.1

#10 (2.00 mm) 96.2

#20 (850 um) 91.2

#40 (425 um) 80.7

#60 (250 um) 69.3

#100 (150 um) 59.4

#200 (75 um) 49.2

Other Soil Tests

Test Result

Liquid Limit 23.3

Plastic Limit 15.5






Mn\DOT Class (Minus 10) L

Clay (Minus10) 16.4

Silt (Minus10) 34.6

Sand (Minus10) 48.9

AASHTO Group A-4

Group Index 1


Test Comments:

Charge Out: 1037, 1038, 1041

Copies To:

TIM CLYNE


Ver.# 1 Page 1 of 2 2/1/2017 12:25

Report Approved By:






Particle Size

Particle %

2 min 68. 22.5 0.034401 34.9 No. Blows 29 21

5 min 68. 21.0 0.021928 32.0 Wet + Can 28.73 25.57

15 min 68. 18.5 0.012855 27.2 Dry + Can 26.04 23.43


60 min 68. 16.0 0.006523 22.3

250 min 68. 13.5 0.003231 17.5

24 hr 68. 12.0 0.001360 14.5





Can 14.50 Can 14.2 14.4



Percent Finer 100

80

60

40

20

0




Clay (Minus10) 16.4

Silt (Minus10) 34.6

Sand (Minus10) 48.9

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

ine

r T

ha

n

Ver.# 1 Page 2 of 2 2/1/2017 12:25










Sample Taken From:

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) 99.0

#10 (2.00 mm) 96.7

#20 (850 um) 92.0

#40 (425 um) 83.0

#60 (250 um) 69.7

#100 (150 um) 55.4

#200 (75 um) 43.0

Other Soil Tests

Test Result

Liquid Limit 28.1

Plastic Limit 17.2







Clay (Minus10) 17

Silt (Minus10) 27.5

Sand (Minus10) 55.5

AASHTO Group A-6

Group Index 1


Test Comments:

Charge Out: 1037, 1038, 1041

Copies To:

TIM CLYNE


Ver.# 1 Page 1 of 2 2/3/2017 10:00

Report Approved By:






Particle Size

Particle %

2 min 68. 21.5 0.034401 31.3 No. Blows 32 22

5 min 68. 20.5 0.022012 29.3 Wet + Can 26.33 27.11

15 min 68. 19.0 0.012806 26.4 Dry + Can 23.77 24.30


60 min 68. 17.0 0.006476 22.5

250 min 68. 15.0 0.003207 18.6

24 hr 68. 13.0 0.001356 14.7





Can 14.47 Can 14.6 14.2



Percent Finer 100

80

60

40

20

0




Clay (Minus10) 17

Silt (Minus10) 27.5

Sand (Minus10) 55.5

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

ine

r T

ha

n

Ver.# 1 Page 2 of 2 2/3/2017 10:00










Sample Taken From:

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) 98.3

#10 (2.00 mm) 96.2

#20 (850 um) 88.3

#40 (425 um) 78.5

#60 (250 um) 68.0

#100 (150 um) 58.7

#200 (75 um) 51.4

Other Soil Tests

Test Result

Liquid Limit 25.7

Plastic Limit 15.0


Mn\DOT Class (Entire Sample) L




Mn\DOT Class (Minus 10) CL

Clay (Minus10) 20.6

Silt (Minus10) 32.8

Sand (Minus10) 46.6

AASHTO Group A-6

Group Index 2


Test Comments:

Charge Out: 1037, 1038, 1041

Copies To:

TIM CLYNE


Ver.# 1 Page 1 of 2 2/3/2017 10:01

Report Approved By:






Particle Size

Particle %

2 min 68. 27.0 0.033300 42.0 No. Blows 30 21

5 min 68. 25.5 0.021149 39.0 Wet + Can 25.71 27.19

15 min 68. 23.0 0.012462 34.2 Dry + Can 23.49 24.49


60 min 68. 20.0 0.006354 28.3

250 min 68. 17.0 0.003172 22.4

24 hr 68. 14.5 0.001346 17.6





Can 14.42 Can 14.4 14.3



Percent Finer 100

80

60

40

20

0




Clay (Minus10) 20.6

Silt (Minus10) 32.8

Sand (Minus10) 46.6

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

ine

r T

ha

n

Ver.# 1 Page 2 of 2 2/3/2017 10:01




Maplewood, MN 55109

Sample ID:

Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Point Number:

Tests Required:

Sample Taken From:

CO-SS16-0283

6284-172

35W

D. MALCHOW

TIM CLYNE

G, ORG

3.5-6.0

Sieves


2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 99.8

#4 (4.75 mm) 98.1

#10 (2.00 mm) 96.8

#20 (850 um) 93.2

#40 (425 um) 83.4

#60 (250 um) 69.7

#100 (150 um) 56.4

#200 (75 um) 46.7

Depth:

Field ID:

Field Classification:

Date Sampled:

Date Received:

Report Approved:

7801

9/15/2016

9/19/2016

10/7/2016

Other Soil Tests

Test Result






Clay (Minus10) 10

Silt (Minus10) 38.2

Sand (Minus10) 51.8

Percent Organic 9


Test Comments:

Charge Out: 1037, 1038, 1150

Copies To:

TIM CLYNE

D. MALCHOW

Report Approved By:

Ver.# 1 Page 1 of 2 10/7/2016 10:29






2 min 68. 25.0 0.033717 37.8

5 min 68. 21.0 0.021928 29.9

15 min 68. 17.0 0.012951 21.9

30 min 68. 16.0 0.009225 19.9

60 min 68. 15.0 0.006547 17.9

250 min 68. 12.0 0.003265 11.9

24 hr 68. 10.0 0.001379 8.0



Air Dry + Can 25.95


Can 14.44

Corr. Factor 0.973

Percent Finer 100

80

60

40

20

0

Particle Size

Particle %




Clay (Minus10) 10

Silt (Minus10) 38.2

Sand (Minus10) 51.8

% F

ine

r T

ha

n

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

Ver.# 1 Page 2 of 2 10/7/2016 10:29




Maplewood, MN 55109

Sample ID:

Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Point Number:

Tests Required:

Sample Taken From:

CO-SS16-0284

6284-172

35W

D. MALCHOW

TIM CLYNE

G

6.0-8.5

Depth:

Field ID:

Field Classification:

Date Sampled:

Date Received:

Report Approved:

7801

9/15/2016

9/19/2016

10/7/2016



2" (50 mm) 100.0 Mn\DOT Class (Entire Sample) SiCL




#4 (4.75 mm)

#10 (2.00 mm)

#20 (850 um)

#40 (425 um)

99.2

98.6

98.0

96.4


Clay (Minus10)

Silt (Minus10)

Sand (Minus10)

SiCL

24.6

63.7

11.7

#60 (250 um) 94.4

#100 (150 um) 91.3

#200 (75 um) 87.1


Test Comments:


Copies To:

TIM CLYNE

D. MALCHOW

Report Approved By:

Ver.# 1 Page 1 of 2 10/7/2016 10:45



Project Number: 6284-172 Date Received: 9/19/2016

Date Sampled: 9/15/2016

Hydrometer Analysis Liquid Limit Particle Size

ReadTemp Time Size (mm) % Finer Type Weight 1 Weight 2 Particle %

2 min 68. 40.0 0.030064 72.3 Clay (Entire Sample) 24.3

Silt (Entire Sample) 62.8 5 min 68. 32.0 0.020340 56.0 S & G (Entire Sample) 12.9

15 min 68. 26.0 0.012210 43.8 Clay (Minus10) 24.6

30 min 68. 24.0 0.008777 39.7 Silt (Minus10) 63.7

Sand (Minus10) 11.7 60 min 68. 22.0 0.006281 35.6

250 min 68. 18.0 0.003149 27.5

24 hr 68. 15.0 0.001336 21.4

Hygroscopic Moisture

Content Type Weight

Air Dry + Can 28.62


Can 14.60

Corr. Factor 0.969

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

ine

r T

ha

n

Percent Finer

Plastic Limit


Ver.# 1 Page 2 of 2 10/7/2016 10:45



1400 Gervais Avenue

Maplewood, MN 55109

Sample ID: CO-SS16-0285 Depth (ft.):






Sample Taken From: 8.5-11.0



2" (50 mm) 100.0 Mn\DOT Class (Entire Sample) SL




#4 (4.75 mm)

#10 (2.00 mm)

#20 (850 um)

#40 (425 um)

93.5

90.5

85.8

78.0


Clay (Minus10)

Silt (Minus10)

Sand (Minus10)

L

19.9

35

45.1

#60 (250 um) 68.6

#100 (150 um) 58.7

#200 (75 um) 49.7


Test Comments:


Copies To:

TIM CLYNE

D. MALCHOW

Report Approved By:

Ver.# 3 Page 1 of 2 11/8/2016 9:49






2 min 68. 25.0 0.033717 36.4

5 min 68. 23.0 0.021585 32.8

15 min 68. 21.0 0.012660 29.1

30 min 68. 20.0 0.008987 27.3

60 min 68. 18.0 0.006427 23.7

250 min 68. 16.0 0.003196 20.0

24 hr 68. 14.0 0.001346 16.4



Air Dry + Can 29.98


Can 14.45

Corr. Factor 0.995

Percent Finer 100

80

60

40

20

0

Particle Size

Particle %




Clay (Minus10) 19.9

Silt (Minus10) 35

Sand (Minus10) 45.1

% F

ine

r T

ha

n

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

Ver.# 3 Page 2 of 2 11/8/2016 9:49



1400 Gervais Avenue

Maplewood, MN 55109







Sample Taken From:



2" (50 mm) 100.0 Mn\DOT Class (Entire Sample) SL




#4 (4.75 mm)

#10 (2.00 mm)

#20 (850 um)

#40 (425 um)

92.7

84.0

75.8

69.5


Clay (Minus10)

Silt (Minus10)

Sand (Minus10)

L

19.8

33.3

46.9

#60 (250 um) 61.4

#100 (150 um) 52.9

#200 (75 um) 44.6


Test Comments:


Copies To:

TIM CLYNE

D. MALCHOW

Report Approved By:

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



Project Number: 11/17/2016 6284-172 Date Received: Date Sampled: 9/15/206



2 min 69. 24.5 0.033992 34.2

5 min 69. 22.5 0.021757 30.8

15 min 69. 20.5 0.012709 27.4

30 min 69. 19.0 0.009055 24.9

60 min 69. 17.5 0.006427 22.3

250 min 69. 15.5 0.003196 18.9

24 hr 69. 13.0 0.001356 14.6



Air Dry + Can 33.57


Can 14.56

Corr. Factor 0.987

Percent Finer 100

80

60

40

20

0

Particle Size

Particle %




Clay (Minus10) 19.8

Silt (Minus10) 33.3

Sand (Minus10) 46.9

% F

ine

r T

ha

n

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

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

Minnesota Department of Transportation - Project 6284-172 ... · Clay (Entire Sample) 19.2 Silt...

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