Minnesota Department of Transportation Metro Materials Division Test Report …€¦ · · 2016-10-05Silt (Minus 10) 0 /o Sand (Minus 10) 0 /o 43.5 35.8 #60 (250 um) 61.7 #100 (150

Sample ID: Project No.:

C0-5516-0106 1904-027

Depth: Field ID:

2.5'-5'

7001 F'

T.H. Number: 50 Field Classification:

Submitted By: Proj. Eng.: Point Number:

D. MALCHOW HOWARD MCDERMOTT

Date Sampled: Date Received:

Report Approved:

4/5/2016 4/7/2016 04/19/2016 08:06

Tests Required: G Sample Taken From:

Sieves Other Soil Tests Sieve Size Percent Passing Test Re•su/t

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) 93.2

#10 (2.00 mm) 81.2

Mn/DOT Class (Entire Sample)

Clay (Entire Sample) 0/o Silt (Entire Sample) 0/o Sand (Entire Sample) 0/o

Mn/DOT Class (Minus 10) Clay (Minus 10) 0/o

L 16.8 35.3 47.9

CL 20.7

#20 (850 um) 75.0

#40 (425 um) 67.1

Silt (Minus 10) 0/o Sand (Minus 10) 0/o

43.5 35.8

#60 (250 um) 61.7

#100 (150 um) 56.3

#200 (75 um) 52.1

Minnesota Department Of Transportation TEST REPORT ON SAMPLE OF SUBSOIL

Office of Materials and Road Research 1400 Gervais Avenue

Maplewood, MN 55109

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

Comments:

Copies To:

HOWARD MCDERMOTT - METRO DAVE MALCHOW

Charge Out: 1037, 1038

- .

REVIEWED BY


CO-SS16-0108 1904-027

Depth: Field ID:

6.5'-11'

7001P


Submitted By: Proj. Eng.:

Point Number:

D. MALCHOW

HOWARD MCDERMOTT

Date Sampled:

Date Received:

Report Approved:

4/5/2016 4/7/2016 04/19/2016 08:07

Tests Required: G

Sample Taken From:

Sieves Other Soil Tests Sieve Size Percent Passing Test Result

2'' (50 mm) 100.0

1" (25.0 mm) 100.0

3/4'' (19.0 mm) 100.0

97.4 3/8" (9.5 mm)

#4 (4.75 mm) 94.5

#10 (2.00 mm) 90.8


Clay (Entire Sample) 0/o

Silt (Entire Sample) 0/o

Sand (Entire Sample) 0/o

Mn/DOT Class (Minus 10)

Clay (Minus 10) 0/o

SL 7.7 16

76.3

SL

8.5

87 .1 #20 (850 um)

73.1 #40 (425 um)


17 .6 73.9

#60 (250 um) 54.6

#100 (150 um) 34.9

23.7 #200 (75 um)



Maplewood, MN 55109

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

Comments:

Copies To:

HOWARD MCDERMOTT - METRO

DAVE MALCHOW


REVIEWED BY

Minnesota Department Of Transportation SubSoil Sample Worksheet

Sample ID:

Project No.:

Date Sampled:

C0-5516-0108 1904-027

4/5/2016

Submitted By:

Source:

Date Received:

D. MALCHOW

50 4/7/2016

Hydrometer Analysis Time Temp Read Size (mm) % Finer

Liquid Limit Type Weight 1

Particle Size Weight 2 % Particle

2 min

5 min

15 min

68.0

68.0

68.0

14.5

13.5

12.5

0.03612

0.02284

0.01333

16.4

14.6

12.8

7.7

16.0

76.3

Clay (Entire :3ample)

Silt (Entire !3ample)

S & G (Entire Sample)

30 min 68.0 12.0 0.00942 11 . 9

60 min 68.0 11 . 0 0.00671 10 .1

250 mi 68.0 10.0 0.00331 8.2

24 hr 68.0 9.5 0.00138 7.3

Hygroscopic Moisture Content Type Weight

Plastic Limit Type Weight 1 Weight 2

Air Dry+ Can 36.24

Oven Dry + Can 36.10

Can 14.51

Corr. Factor 0.994°/o

Percent Finer

90

78

66

~ 54 I-'QJ c: i.i: 42 ~ 0

30

18

' 6

0.001

-

-

-

-

- -

-

I '

0.01

~ .,.._

-

+

-

0.1 1 10 Particle Size (mm)

~

100



Maplewood, MN 55109

Sample ID: CO-SS16-0065 Depth: 1.0' - 2.25'

Project No.: 1904-027 Field ID: 7002


Submitted By: D. MALCHOW Date Sampled: 2/17/2016

Proj. Eng.: HOWARD MCDERMOTT Date Received: 2/29/2016

Point Number: Report Approved: 03/29/2016 12:44

Tests Required: G, Pl Sample Taken From: 1.0 - 2.25

Sieves Other Soil Tests Sieve Size Percent Passing Test Result 2" (50 mm) 100.0 Liquid Limit (0/o) 32.2 1" (25.0 mm) 100.0 Plastic Limit (0/o) 20.9

3/4'' (19.0 mm) 100.0 Plasticity Index 11.3

3/8" (9.5 mm)

#4 (4.75 mm)

100.0

99.9

Mn/DOT Class (Entire Sample) Clay (Entire Sample) 0/o Silt (Entire Sample) 0/o

CL 21. 7 43.5

#10 (2.00 mm) 99.2 Sand (Entire Sample) 0/o 34.9

#20 (850 um) 96.4 Mn/DOT Class (Minus 10) CL

#40 (425 um) 85.3 Clay (Minus 10) 0/o 21. 9

#60 (250 um)

#100 (150 um)

#200 (75 um)

74.4

67.7

65.1


AASHTO Group Group Index

43.8 34.4

A-6 6

Test Procedures AASHTO T87, T88, T89, T90, T99 Method "C"(M), T100, T190 (M), T-265 M = Mn/OC1T V1odified

Comments:

Copies To:


Charge Out: 1037, 1038, 1041

REVIEWED BY


Sample ID: CO-SS16-0065 Submitted By: D. MALCHOW Project No.: 1904-027 Source: 50 Date Sampled: 2/17/2016 Date Received: 2/29/2016

Hydrometer Analysis Liquid Limit Particle Siz1~ Time Temp Read Size (mm) % Finer Type Weight 1 Weight 2 % Particle 2 min 68.0 30.0 0.03259 51.7 No. Blows 32 21. 7 21 Clay (Entire Sample) 5 min 68.0 25.5 43.5 0.02115 42.6 Silt (Entire Sample) Wet+ Can 26.50 25.61

34.9 S & G (Entire Sample) 15 min 68.0 21.0 0.01266 33.4 Dry+ Can 23.62 22.84 21.9 Clay (Minus 10) 30 min 68.0 19.0 0.00906 29.4 Can 14.52 14.29 43.8 Silt (Minus10)

60 min 68.0 17.0 0.00648 25.3 Liquid Limit 32.2°/o 34.4 Sand (Minus 10) 250 mi 68.0 16.0 0.00320 23.3

24 hr 68.0 14.5 0.00135 20.3

Hygroscopic Moisture Plastic Limit Content Type Type Weight Weight 1 Weight 2

Air Dry+ Can 31.08 Wet+ Can 18.57 18.19

Oven Dry + Can 30.74 Dry+ Can 17.52 17.86

Can 14.53 Can 14.3 14.3

Corr. Factor 0.979°/o Plastic Limit 20.9°/o

Plasticity Ind 11 '3

Percent Finer

99 ' • • ' • • • ' . • • ~'T· •

89

79

69

~ I- 59 .... ~

i.L 49

39

29

19

0.001

_. -

+ -+

-+

-

-

't ., •

0.01

-

- - ·-

+- -

- -

- - - - +-

- --+-+-

+- -+ +-

~ •

0.1 1 10 100 Particle Size (mm)

Depth: 3.0' - 4 O' Sample ID: CO-SS16-0066 Field ID: 7002 1904-027 Project No.: Field Classification: T.H. Number: 50 Date Sampled: 2/17/2016 Submitted By: D. MALCHOW Date Received: 2/29/:2016 Proj. Eng.: HOWARD MCDERMOTT

03/1~i/2016 13:28 Report Approved: Point Number:

Tests Required: G

Sample Taken From: 3.0 - 4.0

Sieves Other Soil Tests Percent Passing Re.suit Sieve Size Test

2'' (50 mm) 100.0

FS Mn/DOT Class (Entire Sample) 1 '' (25.0 mm) 100.0 4.5 Clay (Entire Sample) 0/o

3/4" (19.0 mm) 100.0 3.6 Silt (Entire Sample) 0/o

99.6 3/8'' (9.5 mm) 91.8 Sand (Entire Sample) 0/o #4 (4.75 mm) 98.4 s Mn/DOT Class (Minus 10) #10 (2.00 mm) 93.8 4.8 Clay (Minus 10) 0/o

3.8 Silt (Minus 10) 0/o 86.2 #20 (850 um) 91.3 Sand (Minus 10) 0/o 61.4 #40 (425 um)

29.9 #60 (250 um)

12.7 #100 (150 um)

8.2 #200 (75 um)



Maplewood, MN 55109

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

Comments:

Copies To:



-- ..

REVIEWED BY



Hydrometer Analysis Liquid Limit Particle Siz1e Time Temp Read Size (mm) % Finer Type Weight 1 Weight 2 % Particle 2 min 68.0 8.0 0.03739 5.7 4.5 Clay (Entire Sample)

5 min 68.0 8.0 0.02364 5.7 3.6 Silt (Entire Sample)

15 min 68.0 8.0 0.01365 5.7 91.8 S & G (Entire Sample)

30 min 613.0 8.0 0.00965 5.7

60 min 613.0 8.0 0.00683 5.7

250 mi 613.0 8.0 0.00334 5.7

24 hr 613.0 7.0 0.00140 3.8

Hygroscopic Moisture Plastic Limit Content Type Weight Type Weight 1 Weight 2

Air Dry + Cari 33.67

Oven Dry + C:an 33.57

Can 14.84


Percent Finer

98

86 .

74

62

"' .: 50

u::: 38 •

~ 0

26 .

14 •

. 2

0.001

- -

-

-

-

-

I *f ~ 0.01

-

-

++t+t

I - -

- -

- -

-

-+ +- ++

+- +-

~ - -t- -t-

~ - -

- - -0.1 1 10

Particle Size (mm)

,._

·- -

·-

-

-

- -

100

Sample ID: CO-SS 16-0067 Depth: 4.0' - 9 .O' Project No.: 1904-027 Field ID: 7002 T.H. Number: 50 Field Classification: Submitted By: Proj. Eng.:



2/17/:2016 2/29/:2016

Point Numb<~r: Report Approved: 03/15/2016 13:29 Tests Required: G Sample Taken From: 4.0 - 9.0

Sieves Other Soil Tests Sieve Size Percent Passing Test Re;; ult

2" (50 mm) 100.0

1" (25.0 mm) 100.0 Mn/DOT Class (Entire Sample) LFS

3/4'' (19.0 mm) 100.0

318" (9.5 mm) 100.0

#4 (4.75 mm) 99.3

#10 (2.00 mm) 96.2



5.2 8

86.8

LS 5.4

#20 (850 um) 91.5 Silt (Minus 10) 0/o 8.3

#40 (425 um) 74.9 Sand (Minus 10) 0/o 86.3

#60 (250 um) 42.7

#100 (150 um) 21.2

#200 (75 um) 13.2



Nlaplewood, MN 55109

Te!3t Procedures AASHTO T87, T88, T89, T90. f99 Method "C"(M), T100. T190 (M), T-265 M = Mn/D<JT Modified

Comments:

Copies To:



REVIEWED BY


Sample ID: CO-SS16-0067 Project No.: 1904-027

Submitted By:

Source:

D. MALCHOW

50 Date Sampled: 2/17/2016 Date Received: 2/29/2016


Liquid Limit Particle Size Type Weight 1 Weight 2 % Particle

2 min

5 min

15 min

68.0

68.0

68.0

9.5

9.0

9.0

0.03701

0.02349

0.01356

9.7

8.7

8.7

5.2

8.0

86.8

Clay (Entire Sample)

Silt (Entire Sample)


30 min 68.0 8.5 0.00965 7.8

60 min 68.0 8.0 0.00683 6.8

250 mi 68.0 7.5 0.00334 5.8

24 hr 68.0 7.0 0.00140 4.8



Air Dry+ Can 30.69


Can 14.30


Percent Finer

99

87

75

63

"' ..c: 51 t-

u:: 39 ~ 0

27

15

' 3

0.001

-

-

-

+

-+

'

0.01

-

-

-

- -

- -

' ' '


' ' '

100

Sample ID: CO-SS 16-0068 Depth: 1.0'-30'


T.H. Number: 50 Field Classification: Submitted By: D. MALCHOW Date Sampled: 2/18/2(116

Proj. Eng.: HOWARD MCDERMOTT Date Received: 2/29/2(116

Point Number: Report Approved: 03/2~1/~'.016 12:44

Tests Required: G, Pl, ORG Sample Taken From: 1.0 - 3.0

Sieves Other Soil Tests Sieve Size Percent Passing Test Result 2'' (50 mm) 100.0 Liquid Limit (~1o) 37.9 1 '' (25.0 mm) 100.0 Plastic Limit (''l'o) 23.1


3/8'' (9.5 mm) 100.0

#4 (4.75 mm) 100.0

Mn/DOT Class (Entire Sample) Clay (EntirE~ Sample) 0/o Silt (Entire :sample) 0/o

SCL 20.6 26.7


#20 (850 um) 93.1 Mn/DOT Class (Minus 10) SCL

#40 (425 um) 78.3 Clay (Minu~; 10) 0/o 21.3

#60 (250 um) 60.2

#100 (150 um) 50.6

#200 (75 um) 47.3



27.6 51.1

A-6 4

Percent Organic (0/o) 5


Office of Materials and Roacl Research 1400 Gervais Avenue

Maplewood, MN 551 ()9

Test Procedures AASHTO T87, T88, T89, T90, T99 Method "C"(M), T10CI, T190 (M), T-265 M = Mn/oo·- Modified

Comments:

Copies To:


Ch.arge Out: 1037, 1038, 1041, 1150

REVIEWED BY



Hydrometer Analysis Liquid Limit Particle SiZE! Time Temp Read Size (mm) % Finer Type Weight 1 Weight 2 % Particle 2 min 68.0 26.5 0.03344 41.5 No. Blows 34 25 20.6 Clay (Entire Sample)

5 min 68.0 24.0 0.02150 36.5 Wet+ Can 26.51 25.97 26.7 Silt (Entire Sample)

15 min 68.0 21.5 0.01256 31.6 Dry+ Can 23.30 22.68 52. 7 S & G (Entire Sample)

30 min 68.0 20.0 0.00899 28.6 Can 14.53 13.97

60 min 68.0 18.0 0.00643 24.7 Liquid Limit 37.9°/o

250 mi 68.0 17 .0 0.00317 22.7

24 hr 68.0 15.0 0.00134 18.8

Hygroscopic Moisture Plastic Limit

Content Type Weight Type Weight 1 Weight 2



Can 14.25 Can 14.5 14.4


Plasticity Ind 14.8

Percent Finer

97 I

87

77

67

~ I- 57 .... ~ ·-u.. 47 ~ 0

37

27

• 17

0.001

I

....

'

0.01

I .. I I I - -+-+

+-+ --+--+ -+

- - -

- -

- - -

- -+

- - -'


I I I

-

-

100

Maplewood, MN 55109

Sample ID: CO-SS16-0069 Depth: 0.42' • 2.0'



Submitted By: D. MALCHOW Date Sampled: 2/18/20' 6

Proj. Eng.: HOWARD MCDERMOTT Date Received: 2/29/20' 6

Point Number: Report Approved: 03/29/2(116 12:45

Tests Required: G, Pl Sample Taken From: 0.42 • 2.0

Sieves Other Soil Tests Sieve Size Percent Passing Test J':?.esult

2" (50 mm) 100.0 Liquid Limit (0/o) 27.5

1 '' (25.0 mm) 100.0 Plastic Limit (0/o) 16.6

3/4'' (19.0 mm)

318'' (9.5 mm)

#4 (4.75 mm)

100.0

100.0

98.7

Plasticity Index


Clay (Entire Sample) 0/o Silt (Entire Sample) 0/o

10.9

SL

17 .3 32


#20 (850 um) 91.2 Mn/DOT Class (Minus 10) L

#40 (425 um)

#60 (250 um)

#100 (150 um)

#200 (75 um)

79.8

64.4

54.0

49.3

Clay (Minus 10) 0/o Silt (Minus 10) 0/o Sand (Minus 10) 0/o


18.2

33.7

48.1

A-6 2



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

Comments:

Copies To:


Charge Out: 1037, 1038, 1041

REVIEWED BY

Sample ID: CO-SS 16-0069 Submitted By: D. MALCHOW Project No.: 1904-027 Source: 50 Date Sampled: 2/18/2016 Date Received: 2/29/2016

Hydrometer Analysis Liquid Limit Particle Size Time Temp Read Size (mm) % Finer Type Weight 1 Weight 2 % Particle 2 min 68.0 26.0 0.03344 39.6 No. Blows 35 21 17.3 Clay (Entire Sample)


15 min 68.0 20.0 0.01271 28.() Dry+ Can 24.30 24.50 50.7 S & G (Entire Sample)

30 min 68.0 18.0 0.00909 24 .. 2 Can 14.38 14.38


250 mi 68.0 15.0 0.00321 18.4

24 hr 68.0 14.0 0.00135 16.4


Air Dry+ Can 29.76 Wet+ Can 17.92 18. 71


Can 14.41 Can 14.3 14.4


Plasticity Ind 10.9


Percent Finer

95 .

85 •

75

65 •

~ f- 55 .

·-LL. 45 •

~ 0

35 .

25

15

0.001

~

-

-

-

-

' -

0.01

-+

~ r

r ~ r

- -

-+-+-+

- - - -

~ ~

•


'i'4. ~

'

100

Sample ID: CO-SS16-0070 Depth: 1.0· - ~~.o·


T.H. Number: 50 Field Classification: Submitted By: D. MALCHOW Date Sampled: 2/22/:2016

Proj. Eng.: Point Number:

HOWARD MCDERMOTT Date Received: Report Approved:

2/29/:2016

03/23:/2016 07:47

Tests Required: G Sample Taken From: 1.0 - 4.0

Sieves Other Soil Tests Sieve Size Percent Passing Test R'«~ suit

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) 96.4

#10 (2.00 mm) 90.9

Mn/DOT Class (Entire Sample) Clay (Entire Sample) 0/o Silt (Entire Sample) 0/o Sand (Entire Sample) 0/o


LS

5.9 11.9 82.2

LS

6.5

#20 (850 um) 80.3

#40 (425 um) 55.5


13.1 80.5

#60 (250 um) 33.8

#100 (150 um) 22.9

#200 (75 um) 17.8



Maplewood, MN 55109

Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C"(M), T100, T190 (M), T-265 M = Mn/0()1' Modified

Comments:

Copies To:



REVIEWED BY

Sample ID: CO-SS16-0070 Submitted By: D. MALCHOW

Project No.: 1904-027 Source: 50

Date Sampled: 2/22/2016 Date Received: 2/29/2016


Liquid Limit Type Weight 1 Weight 2

Particle Size!

% Particle

2 min

5 min

15 min

68.0

68.0

68.0

12.0

11.0

10.0

0.03650

0.02325

0.01351

12.8

11 . 0

9.1

5.9

11. 9

82.2




30 min 68.0 10.0 0.00956 9.1

60 min 68.0 9.0 0.00678 7.3

250 mi 68.0 8.5 0.00334 6.4

24 hr 68.0 8.0 0.00139 5.5



Air Dry+ Can 32 06


Can 14.46



Percent Finer

100

88

76

64

~ 52 I-

u: 40

28

16

+

.

.

.

.

•

.

4

0.001

-

+

-

-

+-+

-

-

•

0.01

- - --- -- -

-

+-

- - -

-

- - -

- - - -

- -•


• -

-

,_ -

- •

100

Sample ID: CO-SS16-0071 Depth: 4.0' - 5.0'







Sieves Other Soil Tests Sieve Size Percent Passing Test Result 2" (50 mm) 100.0 Plasticity Index NP

1" (25.0 mm) 100.0 Mn/DOT Class (Entire Sample) L

3/4'' (19.0 mm) 100.0 Clay (Entire Sample) 0/o 15.4

3/8'' (9.5 mm)

#4 (4.75 mm)

#1 O (2.00 mm)

100.0

100.0

99.0

Silt (Entire Sample) 0/o Sand (Entire Sample) 0/o


Clay (Minus 10) 0/o

36 48.6

L 15.6

#20 (850 um) 96.6 Silt (Minus 10) 0/o 36.4

#40 (425 um) 86.7 Sand (Minus 10) 0/o 48.1

#60 (250 um)

#100 (150 um)

73.1

60.9


A-4 0

#200 (75 um) 51.4

Minnesot1:i Department Of Transportation TEST REPORT ON SAMPLE OF SUBSOIL


Maplewood, MN 55109

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

Comments:

Copies To:


Charge Out: 1037, 1038, 1041

REVIEWED BY

Minnesotc:1 Department Of Transportation SubSoil Sample Worksheet




Hydrometer Analysis Liquid Limit Particle Size Time Temp Read Size (mm) % Finer Type Weight 1 Weight 2 % Particle 2 min 68.0 22.5 0.03440 36.2 Can 14.39 14.35 15.4 Clay (Entire Sample)

5 min

15 min

68.0

68.0

20.0

17.0

0.02201

0.01295

31.2

25.1

Liquid Limit 0.0°/o 36.0

48.6



30 min 68.0 16.0 0.00923 23.1

60 min 68.0 14.0 0.00659 19.1

250 mi 68.0 13.0 0.00325 17 .1

24 hr 68.0 11 . 5 0.00136 14.1



Air Dry+ Can 31.03 Can 14.5 14.6

Oven Dry + Can 30.78 Plastic Limit 0.0°/o

Can 14.45 Plasticity Ind 0.0


Percent Finer

"' .r:. I-.... Cll c: ·-LL

~ 0

97

85

73

61

49

37

25

13

0.001

-

' .. •

0.01

-+

•

0.1 1 10 P<1rticle Size (mm)

r+

100



Maplewood, MN 55109

Sample ID: C0-5516-0072 Depth: 1.0' - 2.5'






Tests Required: G, Pl

Sample Taken From: 1.0 - 2.5

Sieves Other Soil Tests Sieve Size Percent Passing Test Result 2'' (50 mm) 100.0 Plasticity Index NP

1" (25.0 mm) 100.0 Mn/DOT Class (Entire Sample) SL

3/4" (19.0 mm) 100.0 Clay (Entire Sample) 0/o 15.3

100.0 3/8" (9.5 mm)

#4 (4.75 mm) 98.7

Silt (Entire Sample) 0/o



32.6 52.1

SL #10 (2.00 mm) 96.1 Clay (Minus 10) 0/o 15.9

#20 (850 um) 91.9 Silt (Minus 10) 0/o 33.9

#40 (425 um) 83.0 Sand (Minus 10) 0/o 50.1

#60 (250 um) 71.0

#100 (150 um) 57.1


A-4 0

47.9 #200 (75 um)

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

Comments:

Copies To:


Charge Out: 1037, 1038, 1041

REVIEWED BY


Sample ID: CO-SS 16-0072 Submitted By: D. MALCHOW





Particle Size

% Particle

2 min

5 min

15 min

68.0

68.0

68.0

22.5

20.0

17.5

0.03440

0.02201

0.01286

34.0

29.1

24.3

Liquid Limit 0. 0°10 15.3

32.6

52.1




30 min 68.0 17.0 0.00916 23.3

60 min 68.0 15.0 0.00655 19.4

250 mi 68.0 14.0 0.00323 17. 5

24 hr 68.0 12.0 0.00136 13.6



Air Dry+ Can 30.10 Plastic Limit 0. 0°10

Oven Dry + Can 29.95 Plasticity Ind 0.0

Can 14.45

Corr. Factor 0. 990°10

Percent Finer

100

89

78

67

"' .s::: 56 I-

u::: 45

34

23 +

. 12

0.001

-

-

0.01

-..

++

- - -

- -


100

Sample ID: CO-SS 16-0073 Depth: 25•.15··· . . ,) Project No.: 1904-027 Field ID: 7010 T.H. Number: 50 Field Classification: Submitted By: Proj. Eng.:



2/24/2'.0"16 2/29/20•16

Point Number: Report Approved: 03/30/21)16 08:45 Tests Required: G, Pl, ORG Sample Taken From: 2.5 - 6.5

Sieves Sieve Size Percent Passing

Other Soil Tests Test .Result

2" (50 mm) 100.0 Plasticity Index NP 1" (25.0 mm) 100.0 Mn/DOT Class (Entire Sample) SL 3/4" (19.0 mm) 100.0 Clay (Entire Sample) 0/o 14.3

318" (9.5 mm) 100.0

#4 (4.75 mm) 99.7

#10 (2.00 mm) 98.7

#20 (850 um) 95.8

Silt (Entire Sample) 0/o Sand (Entire Sample) 0/o

Mn/DOT Class (Minus 10) Clay (Minus 10) 0/o Silt (Minus 10) 0/o

33.4

52.2

SL 14.5 33.8

#40 (425 um) 85.1 Sand (Minus 10) 0/o 51.6

#60 (250 um) 68.5 AASHTO Group A-4

#100(150um) 55.1 Group Index 0

#200 (75 um) 47.8 Percent Organic (0/o) 4



Maplewood, MN 55109

Test Procedures AASHTO T87, T88, T89, T90, T99 Method "C"(M), T100, T190 (M), T-265 M = Mn/DOT v1odified

Comments:

Copies To:


Charge Out: 1037, 1038, 1041, 1150

REVIEWED BY


Sample ID: Submitted By: CO-SS16-0073 D. MALCHOW Project No.: 1904-027 Source: 50 Date Sampled: 2/24/2016 Date Received: 2/29/2016

Hydrometer Analysis Liquid Limit Particle Size Time Temp Read Size (mm) % Finer Type Weight 1 Weight 2 % Particle 2 min 14.3 68.0 22.0 0.03440 Clay (Entire Sample) 35.0 Liquid Limit 0. 0°/o

33.4 Silt (Entire Sample) 5 min 68.0 20.0 0.02201 31.0 52.2 S & G (Entire Sample)

15 min 68.0 17.0 0.01295 25.0

30 min 68.0 16.0 0.00923 23.0

60 min 68.0 15.0 0.00655 21.0

250 mi 68.0 12.5 0.00327 16.0

24 hr 68.0 11. 0 0.00137 13.0

Plastic Limit Hygroscopic Moisture Type Weight 1 Weight 2 Content Type Weight

Plastic Limit Air Dry+ Can 0.0°/o 28.35

Plasticity Ind Oven Dry + Can 0.0 28.16

Can 14.20


Percent Finer

100

89 .

78

67

"' ..c: 56 I-

u:: 45 •

~ 0

34 •

23 •

12

0.001

-

-

-+-

--+

-

-

'

0.01

-

0.1

-

-

1 Particle Size (mm)

- -

- -

10

' '

100

9/2/2016 Report Approved:

CO-SS16-0228Sample ID:

Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Point Number:

Tests Required:

Sample Taken From:

Depth:

Field ID:

Field Classification:

Date Sampled:

Date Received:

1904-027

50

D. MALCHOW

HOWARD MCDERMOTT6/29/2016

7/27/2016

7015

G,PI,ORG

1.5'-3'

ResultTest

Other Soil Tests

Liquid Limit 32.5

Plastic Limit 25.5

Plasticity Index 7.0

Mn\DOT Class (Entire Sample) SiL

Clay (Entire Sample) 17.8

Silt (Entire Sample) 57.2

S & G (Entire Sample) 25.0

Mn\DOT Class (Minus 10) SiL

Clay (Minus10) 17.9

Silt (Minus10) 57.5

Sand (Minus10) 24.6

AASHTO Group A-4

Group Index 5

Percent Organic 4

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) 99.9

#10 (2.00 mm) 99.5

#20 (850 um) 98.2

#40 (425 um) 91.7

#60 (250 um) 82.6

#100 (150 um) 77.1

#200 (75 um) 75.0

Test Comments:

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

Minnesota Department of Transportation

Test Report on Sample of Subsoil

Office of Materials and Road Research

1400 Gervais Avenue

Maplewood, MN 55109

Copies To:

HOWARD MCDERMOTT

DAVE MALCHOW

Report Approved By:

Charge Out: 1150, 1037, 1038, 1041

Page 1 of 2 9/2/2016 9:01Ver.# 1

Minnesota Department of TransportationSubSoil Sample Worksheet

CO-SS16-0228

1904-027

6/29/2016

D. MALCHOW

7/27/2016Sample ID:

Date Received:Date Sampled:

Submitted By:Project Number:

% FinerSize (mm)ReadTempTime

Hydrometer Analysis

2 min 70. 29.0 0.032326 52.0

5 min 70. 28.0 0.020622 49.9

15 min 70. 24.0 0.012257 41.7

30 min 70. 21.0 0.008840 35.6

60 min 70. 19.0 0.006323 31.5

250 min 70. 14.0 0.003190 21.2

24 hr 70. 11.0 0.001353 15.0

Weight 2Weight 1Type

Liquid Limit

No. Blows 27 19

Wet + Can 27.11 28.01

Dry + Can 24.04 24.63

Can 14.48 14.59

Liquid Limit 32.5

Particle Size

%Particle

17.8 Clay (Entire Sample)

57.2 Silt (Entire Sample)

25.0 S & G (Entire Sample)

17.9 Clay (Minus10)

57.5 Silt (Minus10)

24.6 Sand (Minus10)

WeightContent Type

Hygroscopic Moisture

Air Dry + Can 30.64


Can 14.56

Corr. Factor 0.969

Weight 1 Weight 2Type

Plastic Limit

18.19 18.24Wet + Can

17.38 17.42Dry + Can

14.2 14.2Can

25.5Plastic Limit

7.0Plasticity 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 9/2/2016 9:01Ver.# 1



Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Point Number:

Tests Required:

Sample Taken From:

Depth:

Field ID:


Date Sampled:

Date Received:

1904-027

50

D. MALCHOW


7/27/2016

7015

4.0 - 5.0

G, PI

4.0' - 5.0'

ResultTest

Other Soil Tests

Liquid Limit 29.1

Plastic Limit 19.5


Mn\DOT Class (Entire Sample) L




Mn\DOT Class (Minus 10) L

Clay (Minus10) 14.2

Silt (Minus10) 45.9

Sand (Minus10) 39.8

AASHTO Group A-4

Group Index 3


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 100.0

#4 (4.75 mm) 99.9

#10 (2.00 mm) 98.4

#20 (850 um) 95.5

#40 (425 um) 85.9

#60 (250 um) 71.2

#100 (150 um) 62.2

#200 (75 um) 59.2

Test Comments:



1400 Gervais Avenue

Maplewood, MN 55109



Copies To:

HOWARD MCDERMOTT

D. MALCHOW

Report Approved By:

Charge Out: 1037, 1038, 1041

Page 1 of 2 9/2/2016 9:03Ver.# 1


CO-SS16-0229

1904-027

6/29/2016

D. MALCHOW

7/27/2016Sample ID:




Hydrometer Analysis

2 min 70. 26.0 0.033021 39.0

5 min 70. 23.0 0.021315 32.9

15 min 70. 20.5 0.012550 27.9

30 min 70. 19.0 0.008942 24.8

60 min 70. 17.5 0.006347 21.8

250 min 70. 15.0 0.003167 16.7

24 hr 70. 12.5 0.001343 11.7


Liquid Limit

No. Blows 26 15

Wet + Can 26.27 28.90

Dry + Can 23.60 25.48

Can 14.43 14.37

Liquid Limit 29.1

Particle Size

%Particle




14.2 Clay (Minus10)

45.9 Silt (Minus10)

39.8 Sand (Minus10)

WeightContent Type


Air Dry + Can 32.75


Can 14.42

Corr. Factor 0.974


Plastic Limit

18.19 18.32Wet + Can

17.56 17.65Dry + Can

14.3 14.2Can

19.5Plastic Limit

9.6Plasticity 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 9/2/2016 9:03Ver.# 1



Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Point Number:

Tests Required:

Sample Taken From:

Depth:

Field ID:


Date Sampled:

Date Received:

1904-027

50

D. MALCHOW


7/27/2016

7024

.08 - 6.5

G, PI, ORG

.08' - 6.5'

ResultTest

Other Soil Tests

Liquid Limit 33.8

Plastic Limit 23.9







Clay (Minus10) 15.8

Silt (Minus10) 49

Sand (Minus10) 35.2

AASHTO Group A-4

Group Index 5

Percent Organic 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) 100.0

#10 (2.00 mm) 99.9

#20 (850 um) 97.3

#40 (425 um) 90.7

#60 (250 um) 79.1

#100 (150 um) 69.9

#200 (75 um) 64.7

Test Comments:



1400 Gervais Avenue

Maplewood, MN 55109



Copies To:

HOWARD MCDERMOTT

D. MALCHOW

Report Approved By:

Charge Out: 1041, 1038, 1037, 1150

Page 1 of 2 9/2/2016 9:04Ver.# 1


CO-SS16-0230

1904-027

6/30/2016

D. MALCHOW

7/27/2016Sample ID:




Hydrometer Analysis

2 min 70. 30.0 0.032185 48.0

5 min 70. 27.0 0.020797 41.8

15 min 70. 23.5 0.012257 34.6

30 min 70. 21.5 0.008771 30.4

60 min 70. 19.0 0.006323 25.3

250 min 70. 16.0 0.003156 19.1

24 hr 70. 13.0 0.001339 12.9


Liquid Limit

No. Blows 24 18

Wet + Can 26.29 27.70

Dry + Can 23.30 24.25

Can 14.44 14.50

Liquid Limit 33.8

Particle Size

%Particle




15.8 Clay (Minus10)

49 Silt (Minus10)

35.2 Sand (Minus10)

WeightContent Type


Air Dry + Can 30.69


Can 14.41

Corr. Factor 0.966


Plastic Limit

18.30 19.85Wet + Can

17.57 18.76Dry + Can

14.4 14.4Can

23.9Plastic Limit

9.8Plasticity 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 9/2/2016 9:04Ver.# 1



Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Point Number:

Tests Required:

Sample Taken From:

Depth:

Field ID:


Date Sampled:

Date Received:

1904-027

50

D. MALCHOW


7/27/2016

7025

0.5 - 5.0

G, ORG

0.5' - 5.0'

ResultTest

Other Soil Tests

Mn\DOT Class (Entire Sample) FSL




Mn\DOT Class (Minus 10) SL

Clay (Minus10) 8.3

Silt (Minus10) 19.7

Sand (Minus10) 72

Percent Organic 2


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 100.0

#4 (4.75 mm) 100.0

#10 (2.00 mm) 99.6

#20 (850 um) 96.3

#40 (425 um) 80.2

#60 (250 um) 55.8

#100 (150 um) 36.8

#200 (75 um) 27.9

Test Comments:



1400 Gervais Avenue

Maplewood, MN 55109



Copies To:

HOWARD MCDERMOTT

D. MALCHOW

Report Approved By:

Charge Out: 1037, 1150, 1038

Page 1 of 2 9/2/2016 9:05Ver.# 1


CO-SS16-0231

1904-027

6/30/2016

D. MALCHOW

7/27/2016Sample ID:




Hydrometer Analysis

2 min 70. 14.0 0.035667 19.5

5 min 70. 12.5 0.022798 16.5

15 min 70. 11.5 0.013162 14.5

30 min 70. 10.5 0.009437 12.4

60 min 70. 10.0 0.006673 11.4

250 min 70. 9.0 0.003280 9.4

24 hr 70. 8.0 0.001376 7.4


Liquid Limit Particle Size

%Particle




8.3 Clay (Minus10)

19.7 Silt (Minus10)

72 Sand (Minus10)

WeightContent Type


Air Dry + Can 34.39


Can 14.04

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 9/2/2016 9:05Ver.# 1



Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Point Number:

Tests Required:

Sample Taken From:

Depth:

Field ID:


Date Sampled:

Date Received:

1904-027

50

D. MALCHOW


6/13/2016

7027

1.5 - 4.5

G

1.5' - 4.5'

ResultTest

Other Soil Tests






Clay (Minus10) 4.9

Silt (Minus10) 16.8

Sand (Minus10) 78.4


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 99.0

3/8" (9.5 mm) 99.0

#4 (4.75 mm) 98.5

#10 (2.00 mm) 97.3

#20 (850 um) 90.8

#40 (425 um) 72.4

#60 (250 um) 50.1

#100 (150 um) 31.9

#200 (75 um) 21.0

Test Comments:



1400 Gervais Avenue

Maplewood, MN 55109



Copies To:

HOWARD MCDERMOTT

D. MALCHOW

Report Approved By:


Page 1 of 2 7/19/2016 11:22Ver.# 1


CO-SS16-0183

1904-027

6/9/2016

D. MALCHOW

6/13/2016Sample ID:




Hydrometer Analysis

2 min 70. 11.0 0.036298 13.2

5 min 70. 10.0 0.023115 11.2

15 min 70. 9.0 0.013391 9.2

30 min 70. 8.0 0.009532 7.3

60 min 70. 8.0 0.006740 7.3

250 min 70. 7.0 0.003324 5.3

24 hr 70. 6.5 0.001390 4.3



%Particle




4.9 Clay (Minus10)

16.8 Silt (Minus10)

78.4 Sand (Minus10)

WeightContent Type


Air Dry + Can 33.39


Can 14.38

Corr. Factor 0.992


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 7/19/2016 11:22Ver.# 1

Sample ID:

Project No.: CO-SS16-0116

1904-027

Depth: Field ID:

1.5'-9.0' 7029

T.H. Number: 50 Field Classification: Submitted By: Proj. Eng.: Point Number:


Date Sampled: Date Received: Report Approved:

4/13/2(116 14/18/2( 16

04/21' /~:016 11 :25

Tests Required: G Sample Taken From: 1.5' - 9.0'

Sieves Other Soil Tests Sieve Size Percent Passing Test Result

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) 97.9

#10 (2.00 mm) 94.0



FS 2.8 4.8

92.3

s 3

#20 (850 um) 89.2

#40 (425 um) 65.4


5.1 91.9

#60 (250 um) 31.1

#100 (150 um) 13.4

#200 (75 um) 7.7



Maplewood, MN 55109

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

Comments:

Copies To:



REVIEWED BY


Sample ID: Submitted By: C0-5516-0116 D. MALCHOW Project No.: 1904-027 Source: 50 Date Sampled: 4/13/2016 Date Received: 4/18/2016

Hydrometer Analysis Liquid Limit Particle Siz4~ Time Temp Read Size (mm) % Finer Type Weight 1 Weight 2 % Particle

2.8 Clay (Entire Sample) 2 min 68.0 7.0 0.03764 47 4.8 Silt (Entire Sample) 5 min 68.0 7.0 0.02380 4.7 92.3 S & G (Entire Sample)

15 min 68.0 6.5 0.01379 3.8

30 min 68.0 6.5 0.00975 3.8

60 min 68.0 6.5 0.00689 3.8

250 mi 68.0 6.0 0.00338 2.8

24 hr 68.0 6.0 0.00141 2.8

Hygroscopic Moisture Plastic Limit Weight 1 Weight 2 Content Type Weight Type

Air Dry+ Can 28.53


Can 14.36


Percent Finer

97

85 •

73 .

61 •

"' ~ 49 .

·-LL. 37

25

13

1

0.001

I I I I I I

-

-

-

-

0.01

I

I

I I I I I I I I I •

-

~


I I I

..

•

100

Sample ID: C0-5516-0109 Depth: 2.2!i' .. 4.0'




Proj. Eng.: Point Number:

HOWARD MCDERMOTT Date Received: Report Approved:

4/18/2016 04/27/2016 11 :24

Tests Required: G,ORG

Sample Taken From: 2.25' - 4.0'

Sieves Other Soil Tests Sieve Size Percent Passing Test f?esult

2" (50 mm) 100.0

1 '' (25.0 mm) 100.0

3/4'' (19.0 mm) 100.0

318" (9.5 mm) 100.0

#4 (4.75 mm) 99.0

Mn/DOT Class (Entire Sample) Clay (Entire Sample) 0/o Silt (Entire Sample) o/o Sand (Entire Sample) 0/o


CL 20.9 31.2 47.9

CL #10 (2.00 mm) 95.0 Clay (Minus 10) 0/o 22

#20 (850 um) 91.1

#40 (425 um) 79.4


32.8 45.2

#60 (250 um) 65.6

#100 (150 um) 56.9

52.1 #200 (75 um) Percent Organic (0/o) 5



Maplewood, MN 55109

Test Procedures AASHTO T87, T88, T89, T90, T99 Method "C"(M), T100, T190 (M), T-265 M = Mn/DOT 1"1odified

Comments:

Copies To:

HOWARD MCDERMOTT- METRO DAVE MALCHOW

Charge Out: 1037, 1038, 1150

REVIEWED BY






Particle Size

% Particle

2 min

5 min

15 min

68.0

68.0

68.0

27.0

24.5

22.0

0.03330

0.02150

0.01256

41.0

36.1

31.2

20.9

31.2

47.9




30 min 68.0 21.0 0.00895 29.3

60 min 68.0 20.0 0.00635 27.3

250 mi 68.0 17.5 0.00315 22.4

24 hr 68.0 16.0 0.00133 19.5



Air Dry+ Can 28.12


Can 14.42



Percent Finer

90 •

78

66

~ I-... 54 2! ·-u.. ~ c 42 •

30 .

18

0.001

-

........

-

I

0.01

I ... - - - ...... -

- - - ... +-+ - -

-+ -- - -

- -

- - - - - -


•• -

-

-+

-

100


CO-SS16-0110 1904-027

Depth: Field ID:

2.0'-9.0' 7031




4/13/:~016

4/18/:~016

04/27/201611:24


Sieves Other Soil Tests Sieve Size Percent Passing Test Re;sult

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) 99.3

#10 (2.00 mm) 97.5




FS 4.3

4 91. 7

s 4.4

#20 (850 um) 93.1

#40 (425 um) 77.2


4.1 91.5

#60 (250 um) 44.7

#100 (150 um) 16.1

#200 (75 um) 8.3



Maplewood, MN 55109

Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C"(M), T100, T190 (M), T-265 M = Mn/0()1 Modified

Comments:

Copies To:



REVIEWED BY


Sample ID: Submitted By: CO-SS16-0110 D. MALCHOW

Project No.: 1904-027 Source: 50 Date Sampled: 4/13/2016 Date Received: 4/18/2016

Hydrometer Analysis Liquid Limit Particle Siz·e Time Temp Read Size (mm) % Finer Type Weight 1 Weight 2 % Particle

4.3 Clay (Entire Sample) 2 min 68.0 7.0 0.03764 4.9 4.0 Silt (Entire Sample) 5 min 68.0 7.0 0.02380 4.9 91. 7 S & G (Entire Sample)

15 min 68.0 7.0 0.01374 4.9

30 min 68.0 7.0 0.00972 4.9

60 min 68.0 7.0 0.00687 4.9

250 mi 68.0 7.0 0.00337 4.9

24 hr 68.0 6.5 0.00141 3.9

Hygroscopic Moisture Plastic Limit Type Weight 1 Weight 2 Content Type Weight

Air Dry + Cari 31.59


Can 14.40


Percent Finer

98

86

74

62

~ I- 50

u:: 38

26

14

2

0.001

-

-

- -

-t-t

- -

-

- -

-

0.01

'

• -

- -

- - - -

u +- -+ - -

- - -

-

- - -

- - -+++

- -0.1 1 10

Particle Size (mm)

'. •

- -

-

-

-100

Sample ID:

Project No.:

C0-5516-0111 1904-027

Depth:

Field ID:

2.0·-~1.(1'

7033

T.H. Number: 50 Field Classification: Submitted By: Proj. Eng.:

Point Number:


Date Sampled:

Date Received:

Report Approved:

4/13/2( 16 4/18/2( 16 04/2i'/~01611:24


Sieves Other Soil Tests Sieve Size Percent Passing Test R'esult

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) 99.7

#10 (2.00 mm) 98.9




Clay (Minus 10) 0/o

FS 4

4.8

91 .2

s 4

#20 (850 um) 97.5

#40 (425 um) 88.4


4.9

91 .1

#60 (250 um) 47.8

#100 (150 um) 17.9

#200 (75 um) 8.8



Maplewood, MN 55109

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

Comments:

Copies To:



REVIEWED BY



Hydrometer Analysis Liquid Limit Particle SizE~ Time Temp Read Size (mm) % Finer Type Weight 1 Weight 2 % Particle 2 min 68.0 7.5 0.03739 5.0 4.0 Clay (Entire Sample)

5 min 68.0 7.5 0.02364 5.0 4.8 Silt (Entire Sample)

15 min 68.0 7.5 0.01365 5.0 91.2 S & G (Entire Sample)

30 min 68.0 7.5 0.00965 5.0

60 min 68.0 7.0 0.00687 4.0

250 mi 68.0 7.0 0.00337 4.0

24 hr 68.0 7.0 0.00140 4.0


Air Dry+ Can 35.38


Can 14.51

Corr. Factor 0 996°/o

Percent Finer

99 •

87

75

63

"' ..c: 51 I-.... 2!

u::: 39

27

15

• 3

0.001

• • • • •

-+

0.01

• •

-

+-

-

-

• • • •

+

+ - -

... • +-

- -++-+

- - - - -

+-I-+-

~ • • •


. ' ' . r

. -

- -+-+

-

•

100



Maplewood, MN 55109

Sample ID: C0-5516-0112 Depth: ·-~· ~,· 1 O. .... ...... Project No.: 1904-027 Field ID: 7035 T.H. Number: 50 Field Classification: Submitted By: D. MALCHOW Date Sampled: 4/13/.2C 16 Proj. Eng.: HOWARD MCDERMOTT Date Received: 4/18/2C 16 Point Number: Report Approved: 04/27'/i 016 11 :25 Tests Required: G, Pl Sample Taken From: 1.0 - 3.5


Other Soil Tests Test Result

2" (50 mm) 100.0 Liquid Limit (0/o) 27.7 1" (25.0 mm) 100.0 Plastic Limit (0/a) 18.7 3/4" (19.0 mm) 100.0 Plasticity Index 8.9

3/8'' (9 .5 mm)

#4 (4.75 mm)

#10 (2.00 mm)

100.0

99.6

97.3

Mn/DOT Class (Entire Sample) Clay (Entire Sample) 0/o Silt (Entire Sample) 0/o Sand (Entire Sample) 0/a

L 18.6 37.3

44 #20 (850 um) 93.6 Mn/DOT Class (Minus 10) L #40 (425 um) 85.9 Clay (Minus 10) 0/o 19.1

#60 (250 um)

#100 (150 um)

#200 (75 um)

75.9

64.8

56.0

Silt (Minus 1 O) 0/o Sand (Minus 10) 0/a


38.3 42.5

A-4 3

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

Comments:

Copies To:


Charge Out: 1037, 1038, 1041

REVIEWED BY


Sample ID: C0-5516-0112 Submitted By: D. MALCHOW Project No.: 1904-027 Source: 50 Date Sampled: 4/13/2016 Date Received: 4/18/2016

Hydrometer Analysis Liquid Limit Particle 5izE! Time Temp Read Size (mm) % Finer Type Weight 1 Weight 2 % Particle 2 min 68.0 24.0 0.03399 38.7 No. Blows 33 20 18.6 Clay (Entire Sample)


15 min 68.0 18.0 0.01286 26.8 Dry+ Can 24.06 23.94 44.0 S & G (Entire Sample)

30 min 68.0 17.0 0.00916 24.8 Can 14.36 14.39


250 mi 68.0 15.0 0.00321 20.8

24 hr 68.0 13.0 0.00136 16.8




Can 13.96 Can 14.5 14.1


Plasticity Ind 8.9

Percent Finer

95

85

75

65

~ ~ 55

·-u.. 45

35

25

. 15

0.001

-

+- -

-

-

0.01

-

-

-

' - -

-->--++

- - -

-->--++

- - - - -

__.

__. .. .......

- ~


• -

-

-

.. -I-

100


C0-5516-0113 1904-027

Depth: Field ID:

4.5' - 6 .O' 7035




4/13/2( 16 4/18/.2( 16 04/27'/~.016 11 :25

Tests Required: G Sample Taken From: 4.5 - 6.0

Sieves Other Soil Tests Sieve Size Percent Passing Test R'esult 2'' (50 mm) 100.0

1" (25.0 mm) 100.0 Mn/DOT Class (Entire Sample) LFS

3/4'' (19.0 mm) 100.0

3/8" (9.5 mm) 99.3

#4 (4.75 mm) 97.2

#10 (2.00 mm) 94.2



4.7 13.5 81.8

LS 5

#20 (850 um) 91.7 Silt (Minus 10) 0/o 14.3

#40 (425 um) 85.6 Sand (Minus 10) 0/o 80.7

#60 (250 um) 69.4

#100 (150 um) 41.6

#200 (75 um) 18.2



Maplewood, MN 55109


Comments:

Copies To:



REVIEWED BY



Sample ID: CO-SS16-0114 Depth: 0.75' - :~.75' Project No.: 1904-027 Field ID: 7037 T.H. Number: 50 Field Classification: Submitted By: Proj. Eng.: Point Number:



4/13/2016 4/18/:2016 04/27/2016 11 :25




2'' (50 mm) 100.0 Plasticity Index NP 1" (25.0 mm) 100.0 Mn/DOT Class (Entire Sample) SL 3/4'' (19.0 mm) 100.0 Clay (Entire Sample) 0/o 12 .1

3/8" (9.5 mm) 99.0

#4 (4.75 mm) 94.9

#10 (2.00 mm) 89.5

#20 (850 um) 83.9

Silt (Entire Sample) 0/o Sand (Entire Sample) o/o

Mn/DOT Class (Minus 10) Clay (Minus 10) 0/o Silt (Minus 10) 0/o

27.4 60.4

SL 13.5 30.6

#40 (425 um) 72.5 Sand (Minus 10) 0/o 55.8

#60 (250 um) 60.2 AASHTO Group A-4

#100 (150 um) 48.0 Group Index 0

#200 (75 um) 39.6

1400 Gervais Avenue Maplewood, MN 55109


Comments:

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Charge Out: 1037, 1038, 1041

REVIEWED BY



Hydrometer Analysis Liquid Limit Particle SizEi Time Temp Read Size (mm) % Finer Type Weight 1 Weight 2 % Particle 2 min 68.0 20.5 0.03481 27.3 Can 12.1 14.34 Clay (Entire Sample) 14.46

27.4 Silt (Entire Sample) 5 min 68.0 19.0 0.02218 24.5 Liquid Limit 0.0°/o 60.4 S & G (Entire Sample) 15 min 68.0 17.0 0.01295 20.9

30 min 68.0 16.0 0.00923 19.1

60 min 68.0 15.0 0.00655 17.3

250 mi 68.0 13.0 0.00325 13.6

24 hr 68.0 11 . 5 0.00136 10.9

Hygroscopic Moisture Plastic Limit Type Content Type Weight 1 Weight Weight 2

Air Dry+ Can 33.87 Can 14.5 14.5

Oven Dry + Can Plastic Limit 33.57 0.0°/o

Can Plasticity Ind 14.52 0.0


Percent Finer

97 I

86

75

64

1! I- 53 .... Q) c: ·-u.. 42 ~ 0

31

20

9

0.001

I I

+-

-

+--

't •

0.01

I -

+ -

-

-

-

I I I

+

•

0.1

_J_!_j, I I

-

_,__,_..

-+

•

1 Particle Size (mm)

+

-

•

10

I I

-

•

100

Sample ID: CO-SS16-0115 Depth: 2.75' .. ~ .5' Project No.: 1904-027 Field ID: 7037 T.H. Number: 50 Field Classification: Submitted By: D. MALCHOW Date Sampled: 4/13/2~016 Proj. Eng.: HOWARD MCDERMOTT Date Received: 4/18/2~0·16

Point Number: Report Approved: 04/27/21) 16 11 :25 Tests Required: G, Pl, ORG Sample Taken From: 2.75 - 5.5

Sieves Other Soil Tests Sieve Size Percent Passing Test Result 2'' (50 mm) 100.0 Liquid Limit (0/o) 27.8 1 '' (25.0 mm) 100.0 Plastic Limit (0/o) 18.0

3/4" (19.0 mm) 100.0 Plasticity Index 9.8

3/8" (9.5 mm) 100.0

#4 (4.75 mm) 100.0


SL 16.3 24.7


#20 (850 um) 97.4 Mn/DOT Class (Minus 10) SL

#40 (425 um) 85.2 Clay (Minus 10) 0/o 16.4

#60 (250 um) 64.1

#100 (150 um) 48.2

#200 (75 um) 41 .1



24.8 58.7

A-4 1




Maplewood, MN 55109

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

Comments:

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Charge Out: 1037, 1038, 1041, 1150

REVIEWED BY



Hydrometer Analysis Liquid Limit Particle Size Time Temp Read Size (mm) % Finer Type Weight 1 Weight 2 % Particle 2 min 68.0 21 .0 0.03467 32.9 No. Blows 32 23 16.3 Clay (Entire Sample)



30 min 68.0 16.0 0.00923 22.6 Can 14.34 14.46


250 mi 68.0 13.5 0.00323 17.5

24 hr 68.0 12.5 0.00136 15.4




Can 14.11 Can 14.5 14.5


Plasticity Ind 9.8

Percent Finer

"' ..c: t-.... Qi c: ·-u.. ~ 0

98

86 •

74 -

62

50 -+

38

26

14

0.001

-

-

-

++

0.01

I

...J_j. .....

0.1 1 Particle Size (mm)

.....

- .....

10

I I -

- +

-+

-

100

Sample ID: CO-SS16-0153 Depth: 8.0' - 1 ~1.0' Project No.: 1904-027 Field ID: 7038 T.H. Number: 50 Field Classification: Submitted By: D. MALCHOW Date Sampled: 5/17/2016 Proj. Eng.: HOWARD MCDERMOTT Date Received: 5/25/2016 Point Number: Report Approved: 06/21/2)16 08:06


Sieves Other Soil Tests Sieve Size Percent Passing Test Result 2" (50 mm) 100.0 Liquid Limit (0/o) 32.3 1 '' (25.0 mm) 100.0 Plastic Limit (0/o) 18.1


3/8" (9.5 mm) 99.7

#4 (4.75 mm) 98.1


CL 25.2 42.4



#40 (425 um) 86.6 Clay (Minus 10) 0/o 26.6

#60 (250 um) 80.8

#100 (150 um) 74.7

#200 (75 um) 67.6



44.8 28.5

A-6 7



Maplewood, MN 55109


Comments:

Copies To:


Charge Out: 1037, 1038, 1041

REVIEWED BY


Sample ID: C0-5516-0153 Submitted By: D. MALCHOW Project No.: 1904-027 Source: 50 Date Sampled: 5/17/2016 Date Received: 5/25/2016


Liquid Limit Particle Size Type Weight 1 Weight 2 % Particle

2 min

5 min

15 min

68.0

68.0

68.0

33.0

30.0

26.0

0.03187

0.02061

0.01221

55.6

49.7

41.9

No. Blows

Wet+ Can

Dry+ Can

34

26.60

23.80

24

27.35

24.13

25.2

42.4

32.4




30 min 68.0 24.0 0.00878 38.0 Can 14.67 14.36


250 mi 68.0 19.0 0.00314 28.3

24 hr 68.0 16.0 0.00133 22.4





Can 14.40 Can 14.5 14.2

Corr. Factor 0. 970°/o Plastic Limit 18.1°/o

Plasticity Ind 14.2

Percent Finer

91

81

71

.E! 61 I-.... ~ ·- 51 u. ~ 0

41

31

21

0.001

-

-

0.01

-

-

-

•

- -

- -

- -

-+

- +


T' •

. -

--

-

100

..,,_,"t<Es 01~

~ ti -~ :!

"'-i- ~o ? OF TRI>-~'>

Sample ID: CO-SS16-0154 Depth: 4.0' - 6.1)' Project No.: 1904-027 Field ID: 7040 T.H. Number: 50 Field Classification: Submitted By: D. MALCHOW Date Sampled: 5/17/20"16 Proj. Eng.: HOWARD MCDERMOTT Date Received: 5/25/20"16 Point Number: Report Approved: 06/21/21)16 08:06 Tests Required: G, Pl, ORG Sample Taken From: 4.0-6.0

Sieves Other Soil Tests Sieve Size Percent Passing Test .Result 2" (50 mm) 100.0 Liquid Limit (0/o) 36.5 1" (25.0 mm) 100.0 Plastic Limit (0/o) 25.7


3/8'' (9.5 mm) 100.0

#4 (4.75 mm) 99.9

#10 (2.00 mm) 99.2


CL 22.3

42.1 35.6


#40 (425 um) 86.9 Clay (Minus 10) 0/o 22.5

#60 (250 um) 77.7

#100(150um) 69.2

#200 (75 um) 64.4



42.4

35.2

A-6 5




Maplewood, MN 55109

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

Comments:

Copies To:


Charge Out: 1037, 1038, 1041, 1150

REVIEWED BY



Hydrometer Analysis Liquid Limit Particle Size Time Temp Read Size (mm) % Finer Type Weight 1 Weight 2 % Particle 2 min 68.0 31.0 0.03231 52.0 No. Blows 22 16 22.3 Clay (Entire Sample)



30 min 68.0 21.0 0.00895 31.6 Can 14.61 14.56


250 mi 68.0 17 .5 0.00315 24.5

24 hr 68.0 15.5 0.00133 20.4




Can 14.50 Can 14.3 14.2

Corr. Factor 0.974°/o Plastic Limit 25. 7°/o

Plasticity Ind 10.8

Percent Finer

ro ..c: I-

91

79

67

.... 55 ~ ·-u.. ~ 0 43 .

31 .

·~ 19

0.001

~

~

~

0.01

- - - --

_, -

~ ~

~ ~ ~


-

-........

100



Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Point Number:

Tests Required:

Sample Taken From:

Depth:

Field ID:


Date Sampled:

Date Received:

1904-027

50

D. MALCHOW


7/27/2016

7041

1.5 - 9.0

G

1.5' - 9.0'

ResultTest

Other Soil Tests

Mn\DOT Class (Entire Sample) CrS




Mn\DOT Class (Minus 10) S

Clay (Minus10) 2.2

Silt (Minus10) 5.4

Sand (Minus10) 92.4


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 97.7

#4 (4.75 mm) 96.5

#10 (2.00 mm) 94.4

#20 (850 um) 85.9

#40 (425 um) 41.8

#60 (250 um) 16.5

#100 (150 um) 9.5

#200 (75 um) 7.2

Test Comments:



1400 Gervais Avenue

Maplewood, MN 55109



Copies To:

HOWARD MCDERMOTT

D. MALCHOW

Report Approved By:


Page 1 of 2 9/2/2016 9:07Ver.# 1


CO-SS16-0232

1904-027

7/14/2016

D. MALCHOW

7/27/2016Sample ID:




Hydrometer Analysis

2 min 70. 8.0 0.036919 5.1

5 min 70. 8.0 0.023349 5.1

15 min 70. 8.0 0.013481 5.1

30 min 70. 7.5 0.009532 4.2

60 min 70. 7.0 0.006785 3.2

250 min 70. 7.0 0.003324 3.2

24 hr 70. 6.0 0.001390 1.3



%Particle




2.2 Clay (Minus10)

5.4 Silt (Minus10)

92.4 Sand (Minus10)

WeightContent Type


Air Dry + Can 36.75


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 9/2/2016 9:07Ver.# 1

Sample ID: CO-SS16-0155 Depth: .58'-7.75'


T.H. Number: 50 Field Classification: Submitted By: D. MALCHOW Date Sampled: 5/17/2016 Proj. Eng.: HOWARD MCDERMOTT Date Received: 5/25/2016


Tests Required: G, Pl Sample Taken From: .58 - 7.75

Sieves Other Soil Tests Sieve Size Percent Passing Test Result 2" (50 mm) 100.0 Liquid Limit (0/o) 31.2 1 '' (25.0 mm) 100.0 Plastic Limit (0/o) 16.5


3/8'' (9.5 mm) 100.0

#4 (4.75 mm) 99.2


CL 23.5 35.1



#40 (425 um) 86.4 Clay (Minus 10) 0/o 24.4

#60 (250 um) 77.7

#100 (150 um) 67.7

#200 (75 um) 58.6



36.4 39.2

A-6 6



Maplewood, MN 55109

Test Procedures AASHTO T87, T88, T89, T90, T99 Method "C"(M), T100, T190 (M), T-265 M = Mn/DClT V1odified

Comments:

Copies To:


Charge Out: 1037, 1038, 1041

REVIEWED BY

Maplewood, MN 55109

Sample ID: C0-5516-0156 Depth: .75' - 2.5' Project No.: 1904-027 Field ID: 7047 T.H. Number: 50 Field Classification: Submitted By: D. MALCHOW Date Sampled: 5/17/2016 Proj. Eng.: HOWARD MCDERMOTT Date Received: 5/25/2016 Point Number: Report Approved: 06/28/2016 14:53 Tests Required: G, Pl Sample Taken From: .75-2.5



2'' (50 mm) 100.0 Liquid Limit (0/o) 34.5 1 '' (25.0 mm) 100.0 Plastic Limit (0/o) 17.1


3/8'' (9.5 mm) 100.0

#4 (4.75 mm) 99.4

#10 (2.00 mm) 96.8


CL 26.7 32.5 40.8

#20 (850 um) 93.1 Mn/DOT Class (Minus 10) CL #40 (425 um) 86.3 Clay (Minus 10) 0/o 27.6

#60 (250 um) 77.6

#100 (150 um) 68.3

#200 (75 um) 59.2



33.6 38.9

A-6 7




Comments:

Copies To:


Charge Out: 1037, 1038, 1041

..... .

REVIEWED BY


Sample ID: C0-5516-0156 Submitted By: D. MALCHOW



Hydrometer Analysis Liquid Limit Particle Size Time Temp Read Size (mm) % Finer Type Weight 1 Weight 2 % Particle

2 min 68.0 30.0 0.03259 49.6 No. Blows 34 23 26.7 Clay (Entire Sample)



30 min 68.0 23.0 0.00881 35.7 Can 14.18 14.20


250 mi 68.0 20.0 0.00311 29.8

24 hr 68.0 17.0 0.00132 23.8

Hygroscopic Moisture Plastic Limit

Content Type Weight Type Weight 1 Weight 2



Can 14.40 Can 14.2 14.4


Plasticity Ind 17 .4

Percent Finer

92

82

72

jg 62 1-.... . ~ 52 LL

~ c

42

32

-

•

•

•

•

22 0.001

-

-

-

--+

-

0.01

-+

-


·• -

'

100

Sample ID:

Project No.: C0-5516-0157

1904-027

Depth: Field ID:

2.5' - 9.1)'

7048


Submitted By: Proj. Eng.:

Point Number:


Date Sampled:

Date Received:

Report Approved:

51111~~016

5/25/2016 06/21/21:)16 08:07

Tests Required: G

Sample Taken From: 2.5-9.0

Sieves Other Soil Tests Sieve Size Percent Passing Test Re~;u/t

2'' (50 mm) 100.0

1" (25.0 mm) 100.0

98.8 3/4'' (19.0 mm)

91.6 3/8" (9.5 mm)

#4 (4.75 mm) 86.6

#1 O (2.00 mm) 78.7





Clay (Minus 10) 0/o

LS 2.2 9.6

88.2

LS 2.8

64.5 #20 (850 um)

#40 (425 um) 29.7


12.2 85.1

19.6 #60 (250 um)

14.7 #100 (150 um)

11. 8 #200 (75 um)



Maplewood, MN 55109

Test Procedures: AASHTO T87, T88, T89, T90, T99 Method "C"(M), T100, T190 (M), T-265 M = Mn/DClT V1od1fied

Comments:

Copies To:

HOWARD MCDERMOTT - METRO

DAVE MALCHOW


REVIEWED BY

Sample ID: CO-SS 16-0158 Depth: 1.0'-5.D'



Submitted By: D. MALCHOW Date Sampled: 5/17/2016 Proj. Eng.: HOWARD MCDERMOTT Date Received: 5/25/2016


Tests Required: G, Pl Sample Taken From: 1.0-5.0

Sieves Other Soil Tests Sieve Size Percent Passing Test Result 2'' (50 mm) 100.0 Liquid Limit (o/o) 31.8 1" (25.0 mm) 100.0 Plastic Limit (0/o) 20.0

3/4'' (19.0 mm) 100.0 Plasticity Index 11 . 7

3/8" (9.5 mm) 100.0

#4 (4.75 mm) 97.3



SL 13.1

33 #10 (2.00 mm) 92.9 Sand (Entire Sample) 0/o 53.9

#20 (850 um) 85.7 Mn/DOT Class (Minus 10) SL

#40 (425 um) 74.2 Clay (Minus 10) 0/o 14.1

#60 (250 um) 63.7

#100 (150 um) 52.8

#200 (75 um) 46.1



35.5 50.3

A-6 3



Maplewood, MN 55109


Comments:

Copies To:


Charge Out: 1037, 1038, 1041

•

REVIEWED BY



Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Point Number:

Tests Required:

Sample Taken From:

Depth:

Field ID:


Date Sampled:

Date Received:

1904-027

50

D. MALCHOW


6/13/2016

7051

1.5 - 5.0

G, PI

1.5' - 5.0'

ResultTest

Other Soil Tests

Liquid Limit 32.1

Plastic Limit 19.1


Mn\DOT Class (Entire Sample) CL




Mn\DOT Class (Minus 10) CL

Clay (Minus10) 24.6

Silt (Minus10) 47

Sand (Minus10) 28.5

AASHTO Group A-6

Group Index 7


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 99.7

#4 (4.75 mm) 99.5

#10 (2.00 mm) 95.6

#20 (850 um) 93.7

#40 (425 um) 88.9

#60 (250 um) 82.4

#100 (150 um) 74.6

#200 (75 um) 68.4

Test Comments:



1400 Gervais Avenue

Maplewood, MN 55109



Copies To:

HOWARD MCDERMOTT

D. MALCHOW

Report Approved By:

Charge Out: 1038, 1037, 1041

Page 1 of 2 7/19/2016 11:23Ver.# 1


CO-SS16-0184

1904-027

6/9/2016

D. MALCHOW

6/13/2016Sample ID:




Hydrometer Analysis

2 min 70. 33.0 0.031471 55.6

5 min 70. 28.0 0.020622 45.7

15 min 70. 23.5 0.012257 36.8

30 min 70. 21.5 0.008771 32.9

60 min 70. 20.0 0.006275 29.9

250 min 70. 17.5 0.003109 25.0

24 hr 70. 16.0 0.001315 22.0


Liquid Limit

No. Blows 24 18

Wet + Can 27.70 30.86

Dry + Can 24.52 26.74

Can 14.57 14.50

Liquid Limit 32.1

Particle Size

%Particle




24.6 Clay (Minus10)

47 Silt (Minus10)

28.5 Sand (Minus10)

WeightContent Type


Air Dry + Can 28.53


Can 14.19

Corr. Factor 0.968


Plastic Limit

17.70 18.61Wet + Can

17.11 17.97Dry + Can

14.2 14.4Can

19.1Plastic Limit

13.0Plasticity Index

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 7/19/2016 11:23Ver.# 1



Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Point Number:

Tests Required:

Sample Taken From:

Depth:

Field ID:


Date Sampled:

Date Received:

1904-027

50

D. MALCHOW


7/27/2016

7057

3.5 - 6.0

G, PI

3.5' - 6.0'

ResultTest

Other Soil Tests

Liquid Limit 18.8

Plastic Limit 15.8







Clay (Minus10) 10.3

Silt (Minus10) 28.7

Sand (Minus10) 61

AASHTO Group A-4

Group Index 0


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 100.0

#4 (4.75 mm) 99.8

#10 (2.00 mm) 98.7

#20 (850 um) 96.3

#40 (425 um) 88.8

#60 (250 um) 75.2

#100 (150 um) 59.4

#200 (75 um) 38.5

Test Comments:



1400 Gervais Avenue

Maplewood, MN 55109



Copies To:

HOWARD MCDERMOTT

D. MALCHOW

Report Approved By:

Charge Out: 1038, 1041, 1037

Page 1 of 2 9/2/2016 9:08Ver.# 1


CO-SS16-0233

1904-027

7/18/2016

D. MALCHOW

7/27/2016Sample ID:




Hydrometer Analysis

2 min 70. 19.0 0.034633 27.2

5 min 70. 17.0 0.022151 23.2

15 min 70. 15.0 0.012930 19.3

30 min 70. 14.0 0.009209 17.3

60 min 70. 13.0 0.006558 15.3

250 min 70. 11.0 0.003247 11.3

24 hr 70. 10.0 0.001362 9.4


Liquid Limit

No. Blows 31 18

Wet + Can 31.67 29.47

Dry + Can 28.95 26.99

Can 14.29 14.11

Liquid Limit 18.8

Particle Size

%Particle




10.3 Clay (Minus10)

28.7 Silt (Minus10)

61 Sand (Minus10)

WeightContent Type


Air Dry + Can 31.00


Can 14.39

Corr. Factor 0.995


Plastic Limit

18.65 18.68Wet + Can

18.08 18.07Dry + Can

14.5 14.2Can

15.8Plastic Limit

3.0Plasticity 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 9/2/2016 9:08Ver.# 1



Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Point Number:

Tests Required:

Sample Taken From:

Depth:

Field ID:


Date Sampled:

Date Received:

1904-027

50

D. MALCHOW


7/27/2016

7058

3.0 - 8.0

G, PI

3.0' - 8.0'

ResultTest

Other Soil Tests

Liquid Limit 22.9

Plastic Limit 16.4


Mn\DOT Class (Entire Sample) SL





Clay (Minus10) 14.1

Silt (Minus10) 31.2

Sand (Minus10) 54.7

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) 100.0

#4 (4.75 mm) 98.9

#10 (2.00 mm) 97.2

#20 (850 um) 94.3

#40 (425 um) 85.6

#60 (250 um) 71.2

#100 (150 um) 54.1

#200 (75 um) 44.0

Test Comments:



1400 Gervais Avenue

Maplewood, MN 55109



Copies To:

HOWARD MCDERMOTT

D. MALCHOW

Report Approved By:

Charge Out: 1041, 1037, 1038

Page 1 of 2 9/2/2016 9:09Ver.# 1


CO-SS16-0234

1904-027

7/18/2016

D. MALCHOW

7/27/2016Sample ID:




Hydrometer Analysis

2 min 70. 21.0 0.034237 32.0

5 min 70. 19.0 0.021904 28.0

15 min 70. 16.0 0.012883 22.1

30 min 70. 15.0 0.009143 20.2

60 min 70. 14.0 0.006512 18.2

250 min 70. 12.5 0.003224 15.3

24 hr 70. 11.0 0.001353 12.3


Liquid Limit

No. Blows 34 26

Wet + Can 28.02 30.81

Dry + Can 25.58 27.76

Can 14.53 14.37

Liquid Limit 22.9

Particle Size

%Particle




14.1 Clay (Minus10)

31.2 Silt (Minus10)

54.7 Sand (Minus10)

WeightContent Type


Air Dry + Can 32.36


Can 14.39

Corr. Factor 0.991


Plastic Limit

18.51 19.44Wet + Can

17.89 18.77Dry + Can

14.1 14.7Can

16.4Plastic Limit

6.5Plasticity 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 9/2/2016 9:09Ver.# 1



Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Point Number:

Tests Required:

Sample Taken From:

Depth:

Field ID:


Date Sampled:

Date Received:

1904-027

50

D. MALCHOW


6/13/2016

7060

0.75 - 1.75

G

0.75' - 1.75'

ResultTest

Other Soil Tests

Mn\DOT Class (Entire Sample) SL





Clay (Minus10) 10.5

Silt (Minus10) 23.7

Sand (Minus10) 66


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) 95.2

#10 (2.00 mm) 91.7

#20 (850 um) 87.8

#40 (425 um) 77.0

#60 (250 um) 63.7

#100 (150 um) 47.7

#200 (75 um) 31.2

Test Comments:



1400 Gervais Avenue

Maplewood, MN 55109



Copies To:

HOWARD MCDERMOTT

D. MALCHOW

Report Approved By:


Page 1 of 2 7/19/2016 11:25Ver.# 1


CO-SS16-0185

1904-027

6/9/2016

D. MALCHOW

6/13/2016Sample ID:




Hydrometer Analysis

2 min 70. 17.0 0.035024 23.6

5 min 70. 15.0 0.022396 19.9

15 min 70. 13.0 0.013116 16.2

30 min 70. 12.0 0.009307 14.3

60 min 70. 11.0 0.006627 12.5

250 min 70. 10.0 0.003269 10.6

24 hr 70. 9.0 0.001367 8.8



%Particle




10.5 Clay (Minus10)

23.7 Silt (Minus10)

66 Sand (Minus10)

WeightContent Type


Air Dry + Can 32.65


Can 14.11

Corr. Factor 0.987


Plastic Limit

0

20

40

60

80

100

0.001 0.010 0.100 1.000 10.000 100.000

Particle Size (mm)

% F

iner

Th

an

Percent Finer

Page 2 of 2 7/19/2016 11:25Ver.# 1



Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Point Number:

Tests Required:

Sample Taken From:

Depth:

Field ID:


Date Sampled:

Date Received:

1904-027

50

D. MALCHOW


6/13/2016

7060

5.5 - 7.5

G, PI

5.5' - 7.5'

ResultTest

Other Soil Tests

Liquid Limit 26.8

Plastic Limit 20.4







Clay (Minus10) 17.3

Silt (Minus10) 41.1

Sand (Minus10) 41.8

AASHTO Group A-4

Group Index 2


Sieves

2" (50 mm) 100.0

1" (25.0 mm) 100.0

3/4" (19.0 mm) 100.0

3/8" (9.5 mm) 100.0

#4 (4.75 mm) 100.0

#10 (2.00 mm) 99.1

#20 (850 um) 97.5

#40 (425 um) 89.1

#60 (250 um) 78.2

#100 (150 um) 64.9

#200 (75 um) 57.7

Test Comments:



1400 Gervais Avenue

Maplewood, MN 55109



Copies To:

HOWARD MCDERMOTT

D. MALCHOW

Report Approved By:

Charge Out: 1041, 1038, 1037

Page 1 of 2 7/19/2016 11:26Ver.# 1


CO-SS16-0186

1904-027

6/9/2016

D. MALCHOW

6/13/2016Sample ID:




Hydrometer Analysis

2 min 70. 27.0 0.032883 44.0

5 min 70. 22.5 0.021485 34.9

15 min 70. 19.0 0.012646 27.8

30 min 70. 17.5 0.008976 24.8

60 min 70. 16.5 0.006442 22.7

250 min 70. 14.5 0.003190 18.7

24 hr 70. 13.0 0.001339 15.6


Liquid Limit

No. Blows 21 13

Wet + Can 29.11 28.71

Dry + Can 25.95 25.47

Can 14.33 14.40

Liquid Limit 26.8

Particle Size

%Particle




17.3 Clay (Minus10)

41.1 Silt (Minus10)

41.8 Sand (Minus10)

WeightContent Type


Air Dry + Can 31.39


Can 14.44

Corr. Factor 0.978


Plastic Limit

19.28 18.69Wet + Can

18.45 17.96Dry + Can

14.5 14.3Can

20.4Plastic Limit

6.5Plasticity 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 7/19/2016 11:26Ver.# 1



Project Number:

T.H. Number:

Submitted By:

Proj. Engineer:

Point Number:

Tests Required:

Sample Taken From:

Depth:

Field ID:


Date Sampled:

Date Received:

1904-027

50

D. MALCHOW


7/27/2016

7064

3.5 - 10.0

G

3.5' - 10.0'

ResultTest

Other Soil Tests

Mn\DOT Class (Entire Sample) CrS




Mn\DOT Class (Minus 10) S

Clay (Minus10) 1.3

Silt (Minus10) 5.4

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) 98.3

#4 (4.75 mm) 94.9

#10 (2.00 mm) 86.5

#20 (850 um) 72.6

#40 (425 um) 35.0

#60 (250 um) 14.7

#100 (150 um) 8.5

#200 (75 um) 5.8

Test Comments:



1400 Gervais Avenue

Maplewood, MN 55109



Copies To:

HOWARD MCDERMOTT

D. MALCHOW

Report Approved By:


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


CO-SS16-0235

1904-027

7/12/2016

D. MALCHOW

7/27/2016Sample ID:




Hydrometer Analysis

2 min 70. 6.0 0.037286 3.0

5 min 70. 6.0 0.023582 3.0

15 min 70. 6.0 0.013615 3.0

30 min 70. 6.0 0.009627 3.0

60 min 70. 5.5 0.006807 2.1

250 min 70. 5.5 0.003335 2.1

24 hr 70. 4.5 0.001403 0.4



%Particle




1.3 Clay (Minus10)

5.4 Silt (Minus10)

93.3 Sand (Minus10)

WeightContent Type


Air Dry + Can 33.04


Can 14.30

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 9/2/2016 9:11Ver.# 1

Documents

Minnesota Department of Transportation Metro Materials Division Test Report …€¦ · · 2016-10-05Silt (Minus 10) 0 /o Sand (Minus 10) 0 /o 43.5 35.8 #60 (250 um) 61.7 #100 (150