2706-239 Test Report · m il DEPARTMENT OF TRANSPORTATION Test Report on Sample of Subsoil Office...

m il DEPARTMENT OF TRANSPORTATION

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

1400 Gervais Avenue

Maplewood, MN 55109

Sample ID: CO-SS17-0291 Depth (ft.): 3.25-5.0

Project Number: 2706-239 Field ID: 7001

T.H. Number: 7 Field Classification:

Submitted By: C. FERN Date Sampled: 8/2/2017

Proj. Engineer: CHRISTINE CAOUETTE Date Received: 8/15/2017

Tests Required: G Report Approved: 9/21/2017

Sample Taken From:

Sieves Other Soil Tests

Sieve Size Percent Passing Test Result

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

1" (25.0 mm) 100.0 Clay (Entire Sample) 26.9

3/4" (19.0 mm) 100.0 Silt (Entire Sample) 62.3

3/8" (9.5 mm) 100.0 S & G (Entire Sample) 10.8

#4 (4.75 mm)

#10 (2.00 mm)

#20 (850 um)

#40 (425 um)

100.0

99.9

99.4

97.2

Mn\DOT Class (Minus 10)

Clay (Minus10)

Silt (Minus10)

Sand (Minus10)

SiCL

26.9

62.4

10.7

#60 (250 um) 94.1

#100 (150 um) 91.5

#200 (75 um) 89.2

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

Copies To:

CHRISTINE CAOUETTE

C. FERN

Report Approved By:

Ver.# 1 of 2 9/21/2017 14:51

- ~---=-----------+-+----==--~~--~-------~--------I =------~~--------_------______ -_ -------I

Minnesota Department of Transportation SubSoil Sample Worksheet

Sample ID: CO-SS17-0291 Submitted By: C. FERN

Project Number: 2706-239 Date Received: 8/15/2017

Date Sampled: 8/2/2017

Hydrometer Analysis Liquid Limit Particle Size

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

2 min 69. 36.0 0.031130 61.7 Clay (Entire Sample) 26.9

Silt (Entire Sample) 62.35 min 69. 31.0 0.020432 51.7 S & G (Entire Sample) 10.8

15 min 69. 25.0 0.012312 39.6 Clay (Minus10) 26.9

30 min 69. 23.0 0.008812 35.5 Silt (Minus10) 62.4

Sand (Minus10) 10.760 min 69. 21.5 0.006281 32.5

250 min 69. 19.5 0.003113 28.5

24 hr 69. 18.0 0.001312 25.4

Hygroscopic Moisture

Content Type Weight

Air Dry + Can 31.61

Oven Dry + Can 31.08

Can 14.39

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)

% Finer Than

Percent Finer

Plastic Limit

Type Weight 1 Weight 2

Ver.# 1 of 2 9/21/2017 14:51



1400 Gervais Avenue

Maplewood, MN 55109







Sample Taken From:







#4 (4.75 mm)

#10 (2.00 mm)

#20 (850 um)

#40 (425 um)

99.7

98.9

97.3

92.3


Clay (Minus10)

Silt (Minus10)

Sand (Minus10)

SiCL

21

53.1

25.8

#60 (250 um) 84.9

#100 (150 um) 78.5

#200 (75 um) 73.4


Test Comments:


Copies To:

CHRISTINE CAOUETTE

C. FERN

Report Approved By:

Ver.# 1 Page 1 of 2 9/21/2017 14:52



Project Number: 2706-239 8/15/2017 Date Received:


% Finer Size (mm) Read Temp Time

Hydrometer Analysis

2 min 69. 29.0 0.032735 48.7

5 min 69. 25.0 0.021324 40.6

15 min 69. 21.0 0.012660 32.6

30 min 69. 19.0 0.009055 28.5

60 min 69. 18.0 0.006427 26.5

250 min 69. 16.0 0.003196 22.5

24 hr 69. 14.5 0.001346 19.5

Weight 2 Weight 1 Type

Liquid Limit Particle Size

Particle %

Clay (Entire Sample) 20.8

Silt (Entire Sample) 52.5

S & G (Entire Sample) 26.6

Clay (Minus10) 21

Silt (Minus10) 53.1

Sand (Minus10) 25.8

Weight Content Type


Air Dry + Can 31.87


Can 14.38

Corr. Factor 0.976


Plastic Limit

10

20

30

40

50

60

70

80

90

100

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% Finer Than

Percent Finer

Ver.# 1 Page 2 of 2 9/21/2017 14:52



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)

99.1

97.4

94.3

88.4


Clay (Minus10)

Silt (Minus10)

Sand (Minus10)

SL

12.2

34.9

52.9

#60 (250 um) 79.2

#100 (150 um) 65.9

#200 (75 um) 45.9


Test Comments:


Copies To:

CHRISTINE CAOUETTE

C. FERN

Report Approved By:

Ver.# 1 Page 1 of 2 9/21/2017 14:54









15 min 69. 15.5 0.013047 17.4 Clay (Minus10) 12.2

30 min 69. 14.5 0.009326 15.6 Silt (Minus10) 34.9

Sand (Minus10) 52.960 min 69. 14.0 0.006594 14.7

250 min 69. 13.0 0.003254 12.9

24 hr 69. 12.0 0.001360 11.1


Content Type Weight

Air Dry + Can 31.37


Can 14.27

Corr. Factor 0.984

0

20

40

60

80

100

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% Finer Than

Percent Finer

Plastic Limit


Ver.# 1 Page 2 of 2 9/21/2017 14:54



1400 Gervais Avenue

Maplewood, MN 55109







Sample Taken From:







#4 (4.75 mm)

#10 (2.00 mm)

#20 (850 um)

#40 (425 um)

99.8

98.9

96.3

93.2


Clay (Minus10)

Silt (Minus10)

Sand (Minus10)

SiCL

22.8

54.4

22.9

#60 (250 um) 88.9

#100 (150 um) 84.4

#200 (75 um) 76.3


Test Comments:


Copies To:

CHRISTINE CAOUETTE

C. FERN

Report Approved By:

Ver.# 1 Page 1 of 2 9/21/2017 14:55

-------- · --= "-----+--~--------------- -~----



Project Number: 2706-239 8/15/2017 Date Received:


% Finer Size (mm) Read Temp Time

Hydrometer Analysis

2 min 69. 29.0 0.032735 49.3

5 min 69. 26.0 0.021149 43.3

15 min 69. 22.0 0.012561 35.3

30 min 69. 20.5 0.008987 32.3

60 min 69. 19.0 0.006403 29.3

250 min 69. 17.5 0.003149 26.3

24 hr 69. 14.0 0.001346 19.3


Liquid Limit Particle Size

Particle %




Clay (Minus10) 22.8

Silt (Minus10) 54.4

Sand (Minus10) 22.9

Weight Content Type


Air Dry + Can 30.21


Can 14.09

Corr. Factor 0.968


Plastic Limit

10

20

30

40

50

60

70

80

90

100

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% Finer Than

Percent Finer

Ver.# 1 Page 2 of 2 9/21/2017 14:55



1400 Gervais Avenue

Maplewood, MN 55109






Tests Required: G, ORG Report Approved: 9/21/2017

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) 100.0

#4 (4.75 mm) 99.6

#10 (2.00 mm) 99.4

#20 (850 um) 94.8

#40 (425 um) 83.4

#60 (250 um) 67.3

#100 (150 um) 52.1

#200 (75 um) 42.2

Other Soil Tests

Test Result

Mn\DOT Class (Entire Sample) SL




Mn\DOT Class (Minus 10) SL

Clay (Minus10) 11.5

Silt (Minus10) 31

Sand (Minus10) 57.5

Percent Organic 48


Test Comments:

Charge Out: 1037, 1038, 1150

Copies To:

CHRISTINE CAOUETTE

C. FERN

Report Approved By:

Ver.# 1 Page 1 of 2 9/21/2017 14:56



Project Number: 8/15/2017 2706-239 Date Received: Date Sampled: 8/2/2017

Hydrometer Analysis

Time Temp Read Size (mm) % Finer

Particle Size

Particle %

2 min 69. 20.0 0.034805 32.9

5 min 69. 17.5 0.022265 27.5

15 min 69. 15.0 0.013094 22.0

30 min 69. 14.0 0.009326 19.8

60 min 69. 12.5 0.006665 16.5

250 min 69. 11.0 0.003288 13.3

24 hr 69. 9.5 0.001379 10.0




Clay (Minus10) 11.5

Silt (Minus10) 31

Sand (Minus10) 57.5


Content Type Weight

Air Dry + Can 27.65


Can 14.50

Corr. Factor 0.901

0

20

40

60

80

100

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% Finer Than

Percent Finer

Liquid Limit


Plastic Limit


Ver.# 1 Page 2 of 2 9/21/2017 14:56

Depth (ft.):

Field ID:

12.5-13.5

7021

Field Classification:


Date Received:

Report Approved:

12/9/2019

1/29/2020


Test Report on Sample of Subsoil

Sample ID:

Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

CO-SS19-0318

2706-239

K. TURNER

ERIC LAUER-HUNT

G, ORG

SHOULDER

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) 99.0

#10 (2.00 mm) 92.5

#20 (850 um) 90.8

#40 (425 um) 87.7

#60 (250 um) 83.1

#100 (150 um) 76.9

#200 (75 um) 70.5

Office of Materials and Road Research

1400 Gervais Avenue

Maplewood, MN 55109

Other Soil Tests

Test Result

Mn\DOT Class (Entire Sample) CL




Mn\DOT Class (Minus 10) C

Clay (Minus10) 31.2

Silt (Minus10) 45

Sand (Minus10) 23.8

Percent Organic 8


Test Comments:

Charge Out: 1037, 1038, 1150

Copies To:

ERIC LAUER-HUNT

KREIG TURNER

Report Approved By:

Ver.# 1 Page 1 of 2 1/29/2020 11:33


Sample ID: CO-SS19-0318 Submitted By: K. TURNER







15 min 69. 31.0 0.011796 50.2 Clay (Minus10) 31.2

30 min 69. 30.0 0.008415 48.3 Silt (Minus10) 45

Sand (Minus10) 23.860 min 69. 27.0 0.006080 42.6

250 min 69. 22.0 0.003077 33.2

24 hr 69. 17.5 0.001312 24.7


Content Type Weight

Air Dry + Can 26.30


Can 14.53

Corr. Factor 0.980

20

30

40

50

60

70

80

90

100

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% Finer Than

Percent Finer

Plastic Limit


Ver.# 1 Page 2 of 2 1/29/2020 11:33

Depth (ft.):

Field ID:

7.5-12.25

7022



Date Received:

Report Approved:

12/9/2019

2/4/2020



Sample ID:

Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

CO-SS19-0319

2706-239

K. TURNER

ERIC LAUER-HUNT

G, ORG

INSLOPE

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) 99.3

#10 (2.00 mm) 96.5

#20 (850 um) 93.4

#40 (425 um) 86.7

#60 (250 um) 78.8

#100 (150 um) 73.2

#200 (75 um) 69.1


1400 Gervais Avenue

Maplewood, MN 55109

Other Soil Tests

Test Result

Mn\DOT Class (Entire Sample) SiL




Mn\DOT Class (Minus 10) SiL

Clay (Minus10) 13.7

Silt (Minus10) 57.9

Sand (Minus10) 28.4

Percent Organic 40


Test Comments:

Charge Out: 1037, 1038, 1150

Copies To:

ERIC LAUER-HUNT

KREIG TURNER

Report Approved By:

Ver.# 1 Page 1 of 2 2/4/2020 9:13









15 min 69. 21.0 0.012660 30.6 Clay (Minus10) 13.7

30 min 69. 19.5 0.008987 27.5 Silt (Minus10) 57.9

Sand (Minus10) 28.460 min 69. 17.0 0.006476 22.5

250 min 69. 13.5 0.003231 15.4

24 hr 69. 11.5 0.001360 11.4


Content Type Weight

Air Dry + Can 25.15


Can 14.02

Corr. Factor 0.956

0

20

40

60

80

100

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% Finer Than

Percent Finer

Plastic Limit


Ver.# 1 Page 2 of 2 2/4/2020 9:13



Sample ID:

Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:


1400 Gervais Avenue

Maplewood, MN 55109

CO-SS19-0320 Depth (ft.): 12.25-15

2706-239 Field ID: 7022


K. TURNER Date Sampled: 12/5/2019

ERIC LAUER-HUNT Date Received: 12/9/2019

G Report Approved: 2/4/2020

INSLOPE



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




#4 (4.75 mm)

#10 (2.00 mm)

#20 (850 um)

#40 (425 um)

98.7

94.0

91.6

86.7


Clay (Minus10)

Silt (Minus10)

Sand (Minus10)

CL

29.7

37.7

32.8

#60 (250 um) 80.0

#100 (150 um) 72.0

#200 (75 um) 63.2


Test Comments:


Copies To:

ERIC LAUER-HUNT

KREIG TURNER

Report Approved By:

Ver.# 1 Page 1 of 2 2/4/2020 9:15









15 min 69. 26.5 0.012210 42.3 Clay (Minus10) 29.7

30 min 69. 25.5 0.008634 40.4 Silt (Minus10) 37.7

Sand (Minus10) 32.860 min 69. 24.0 0.006206 37.5

250 min 69. 20.5 0.003113 30.8

24 hr 69. 17.5 0.001312 25.1


Content Type Weight

Air Dry + Can 29.40


Can 14.53

Corr. Factor 0.983

20

30

40

50

60

70

80

90

100

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% Finer Than

Percent Finer

Plastic Limit


Ver.# 1 Page 2 of 2 2/4/2020 9:15



Sample ID:

Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:


1400 Gervais Avenue

Maplewood, MN 55109

CO-SS19-0321 Depth (ft.): 7.0-14.0

2706-239 Field ID: 7023


K. TURNER Date Sampled: 12/2/2019

ERIC LAUER-HUNT Date Received: 12/9/2019

G Report Approved: 2/4/2020

SHOULDER



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)

93.2

84.6

77.6

62.4


Clay (Minus10)

Silt (Minus10)

Sand (Minus10)

SL

9

16.9

74.1

#60 (250 um) 45.1

#100 (150 um) 30.7

#200 (75 um) 21.9


Test Comments:


Copies To:

ERIC LAUER-HUNT

KREIG TURNER

Report Approved By:

Ver.# 1 Page 1 of 2 2/4/2020 9:17




Hydrometer Analysis


Particle Size

Particle %

2 min 69. 14.0 0.036119 15.4

5 min 69. 13.5 0.022843 14.5

15 min 69. 12.0 0.013329 12.0

30 min 69. 12.0 0.009425 12.0

60 min 69. 11.0 0.006711 10.3

250 min 69. 10.0 0.003310 8.6

24 hr 69. 9.0 0.001384 6.9




Clay (Minus10) 9

Silt (Minus10) 16.9

Sand (Minus10) 74.1


Content Type Weight

Air Dry + Can 31.17


Can 14.35

Corr. Factor 0.993

0

20

40

60

80

100

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% Finer Than

Percent Finer

Liquid Limit


Plastic Limit


Ver.# 1 Page 2 of 2 2/4/2020 9:17



1400 Gervais Avenue

Maplewood, MN 55109

Sample ID: CO-SS19-0322 Depth (ft.): 9'-15'


T.H. Number: Field Classification:

Submitted By: K. TURNER Date Sampled: 12/5/2019

Proj. Engineer: ERIC LAUER-HUNT Date Received: 12/9/2019

Tests Required: G, ORG Report Approved: 2/4/2020

Sample Taken From: INSLOPE

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) 98.2

#10 (2.00 mm) 93.3

Other Soil Tests

Test Result

Mn\DOT Class (Entire Sample) CrS

Mn\DOT Class (Minus 10) S

Percent Organic 36


Test Comments: High Peat content. Unable to run Hydrometer.

Charge Out: 1037, 1038, 1150

Copies To:

ERIC LAUER-HUNT

KREIG TURNER

Report Approved By:

Ver.# 1 Page 1 of 1 2/4/2020 9:21

Depth (ft.):

Field ID:

11.5-13.75

7025



Date Received:

Report Approved:

12/9/2019

2/4/2020



Sample ID:

Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

CO-SS19-0323

2706-239

K. TURNER

ERIC LAUER-HUNT

G, ORG

INSLOPE

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) 93.9

#10 (2.00 mm) 81.8

#20 (850 um) 79.7

#40 (425 um) 75.2

#60 (250 um) 69.6

#100 (150 um) 63.4

#200 (75 um) 56.6


1400 Gervais Avenue

Maplewood, MN 55109

Other Soil Tests

Test Result

Mn\DOT Class (Entire Sample) L





Clay (Minus10) 15.9

Silt (Minus10) 53.3

Sand (Minus10) 30.8

Percent Organic 43


Test Comments:

Charge Out: 1037, 1038, 1150

Copies To:

ERIC LAUER-HUNT

KREIG TURNER

Report Approved By:

Ver.# 1 Page 1 of 2 2/4/2020 9:21









15 min 69. 22.0 0.012561 27.9 Clay (Minus10) 15.9

30 min 69. 20.0 0.008987 24.5 Silt (Minus10) 53.3

Sand (Minus10) 30.860 min 69. 18.0 0.006427 21.2

250 min 69. 14.5 0.003231 15.3

24 hr 69. 12.0 0.001360 11.1


Content Type Weight

Air Dry + Can 26.22


Can 14.44

Corr. Factor 0.974

0

20

40

60

80

100

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% Finer Than

Percent Finer

Plastic Limit


Ver.# 1 Page 2 of 2 2/4/2020 9:21

Depth (ft.):

Field ID:

7.5'-11'

7026



Date Received:

Report Approved:

12/9/2019

2/4/2020

NT



Sample ID:

Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Tests Required:

Sample Taken From:

CO-SS19-0324

2706-239

K. TURNER

ERIC LAUER-HU

G, ORG

INSLOPE

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) 90.7

#20 (850 um) 87.4

#40 (425 um) 81.2

#60 (250 um) 73.9

#100 (150 um) 66.3

#200 (75 um) 58.2


1400 Gervais Avenue

Maplewood, MN 55109

Other Soil Tests

Test Result

Mn\DOT Class (Entire Sample) L





Clay (Minus10) 10

Silt (Minus10) 54.1

Sand (Minus10) 35.8

Percent Organic 46


Test Comments:

Charge Out: 1037, 1038, 1150

Copies To:

ERIC LAUER-HUNT

KREIG TURNER

Report Approved By:

Ver.# 1 Page 1 of 2 2/4/2020 9:23




Hydrometer Analysis


Particle Size

Particle %

2 min 69. 24.5 0.033992 36.8

5 min 69. 21.0 0.021928 30.0

15 min 69. 17.5 0.012855 23.3

30 min 69. 16.0 0.009225 20.4

60 min 69. 14.0 0.006594 16.6

250 min 69. 11.0 0.003288 10.8

24 hr 69. 9.5 0.001379 7.9




Clay (Minus10) 10

Silt (Minus10) 54.1

Sand (Minus10) 35.8


Content Type Weight

Air Dry + Can 23.48


Can 14.68

Corr. Factor 0.942

0

20

40

60

80

100

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% Finer Than

Percent Finer

Liquid Limit


Plastic Limit


Ver.# 1 Page 2 of 2 2/4/2020 9:23

2706-239 Test Report · m il DEPARTMENT OF TRANSPORTATION Test Report on Sample of Subsoil Office...

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Transcript of 2706-239 Test Report · m il DEPARTMENT OF TRANSPORTATION Test Report on Sample of Subsoil Office...