Basis_of_Design_Report_Attachment_3.pdf

October 4, 2011 Project No. 111011

Mary T. Miller MACTEC Engineering and Consulting, Inc.

46850 Magellen Drive, Suite 190 Novi, MI 48377

Reference: Lower Rouge River – Old Channel

Dear Ms. Miller:

Materials Testing Consultants, Inc. performed geotechnical testing on samples retrieved from the referenced project. The following tests were performed:

Particle Size Analysis with Hydrometer, ASTM D422 Atterberg Limits, ASTM D4318 Laboratory Determined Density, ASTM D7263 Specific Gravity, ASTM D854 Moisture Content, ASTM D2216 One-Dimensional Consolidation, ASTM D2435 Laboratory Vane Shear, ASTM D4648

One of the assigned samples, sample GT-03 from 0 to 2 ft, was not received. It was confirmed that this sample was not retrieved and was assigned in error. Another deviation occurred on the assignment of SPT sample GT-01 from 12 to 14 ft. This sample was not large enough for all the tests assigned and so the TWT sample from the same interval was used for Particle Size Analysis and Specific Gravity testing. Vane Shear testing was not performed on sample GT-01 from 12 to 14 ft. This sample consisted of clayey sand and could not be tested.

Test reports for Consolidation, and Particle Size Analysis are attached. The index testing results are reported in the following table, Table 1, Index Test Results.

Page No. 2

Table 1, Index Test Results

Sample No.

Boring No. Depth (ft) Sample

Type USCS Atterberg Limits Density

(pcf) Specific Gravity

Moisture

Consolidation Vane Shear (tsf)

LL PL PI Cc Cr

57863 GT-04 00-02 SPT CL 19.2

57864 GT-04 02-04 SPT 35 16 19 38.3

57865 GT-04 04-06 SPT 25.9

57866 GT-04 06-08 SPT 27 14 13 107.0 2.73 20.5

57867 GT-04 08-10 SPT 21.2

57868 GT-04 10-12 SPT 22.4

57869 GT-04 12-14 SPT 21.5

57870 GT-04 01-03 TWT CL 108.0 25.2

57871 GT-04 05-07 TWT CL 38 16 22 26.5 0.14

57872 GT-05 00-02 SPT SC-SM 28.1

57873 GT-05 02-04 SPT SM 26.2

57874 GT-05 04-06 SPT SM 2.55 59.0

57875 GT-05 06-08 SPT 38 17 21 26.3

57876 GT-05 08-10 SPT 24 13 11 26.9

57877 GT-05 10-12 SPT 34 16 18 20.1

57878 GT-05 04-06A TWT 86.1 37.2 0.27 0.05

57879 GT-05 06-08A TWT SM NP NP NP 30.2

57880 GT-05 06-08B TWT CL 35 16 19 37.8

57881 GT-05 06-08C TWT SM 45 31 14 59.8 74.9 0.43 0.04 0.14

57882 GT-06 00-02 SPT MH 83.5

57883 GT-06 02-04 SPT MH 55 36 19 63.8 2.56 64.4

57884 GT-06 04-06 SPT 35.2

57885 GT-06 06-08 SPT ML 32 23 9 60.9 65.0

57886 GT-06 08-10 SPT 52.9

57887 GT-06 10-12 SPT 33 17 16 40.8

57888 GT-06 12-14 SPT 22 13 9 17.3

57889 GT-06 14-16 SPT 34 15 19 18.8

57890 GT-06 02-04 TWT 48 27 21 63.4 58.0 0.46 0.07 0.14

Page No. 3

Boring No. Depth (ft) Sample

Type USCS Atterberg Limits Density

(pcf) Specific Gravity

Moisture

Consolidation Vane Shear (tsf) LL PL PI Cc Cr

57891 GT-07 02-04 SPT 63.2 2.39 56.7

57892 GT-07 04-06 SPT ML 54.2

57893 GT-07 06-08 SPT NP NP NP 45.6

57894 GT-07 08-10 SPT ML 57.3

57895 GT-07 10-12 SPT 59.4

57896 GT-07 12-14 SPT 35 17 18 109.6 2.69 22.9

57897 GT-07 14-16 SPT CL 34 17 17 24.2

57898 GT-07 14-16 TWT 54 33 21 48.4 87.7 0.56 0.07 0.24

57899 GT-08 00-02 SPT CL 29.9

57900 GT-08 02-04 SPT 41 16 25 71.7 2.70 57.7

57901 GT-08 04-06 SPT 36.2

57902 GT-08 06-08 TWT 50 15 35 96.3 28.3 0.13 0.02 0.12

57903 GT-09 00-02 SPT ML 38 24 14 69.2 2.62 43.1

57904 GT-09 02-04 SPT ML 36 22 14 40.8

57905 GT-09 04-06 SPT ML 32 23 9 38.8

57906 GT-09 06-08 SPT 2.77 26.7

57907 GT-09 08-10 SPT 34.4

57908 GT-09 10-12 SPT 39.3

57909 GT-09 02-04 TWT 37 27 10 82.8 38.5 0.30 0.03 0.15

57910 GT-10 00-02 SPT SC 2.60 97.6

57911 GT-10 02-04 SPT CL 21.1

57912 GT-10 04-06 SPT 30 15 15 111.6 2.74 21.3

57913 GT-10 02-04 TWT 27 14 13 102.1 24.2 0.19

57914 GT-11 00-02 SPT 99.0

57915 GT-11 02-04 SPT CL 31 16 15 37.8

57916 GT-11 04-06 SPT 28.4

57917 GT-11 06-08 SPT 24.7

57918 GT-11 04-06 TWT 23 15 8 109.2 19.8 0.15 0.02 0.14

57919 GT-03 00-02 SPT *** ***

57920 GT-03 02-04 SPT ML 44.7

57921 GT-03 04-06 SPT MH 66 38 28 61.3 2.54 69.1

57922 GT-03 06-08 SPT 53.0

57923 GT-03 08-10 SPT 28 14 14 26.9

57924 GT-03 03-05 TWT CL 31 16 15 2.76 25.1 0.13

Page No. 4

Boring No. Depth (ft) Sample

Type USCS Atterberg Limits Density

(pcf) Specific Gravity

Moisture

Consolidation Vane Shear (tsf) LL PL PI Cc Cr

57925 GT-02 00-02 SPT 47.1

57926 GT-02 02-04 SPT SM 48 30 18 2.43 40.9 0.39 0.05

57927 GT-02 04-06 SPT 54.4

57928 GT-02 06-08 SPT 48 26 22 47.3

57929 GT-02 08-10 SPT 26.9

57930 GT-02 02-04 TWT GM 59 32 27 80.3 38.8 0.39 0.05 0.27

57931 GT-02 06-08 TWT 30 17 13 107.1 22.8 0.13 0.02 0.18

57932 GT-01 00-02 SPT SM NP NP NP 64.5 2.64 56.0

57933 GT-01 02-04 SPT 32.6

57934 GT-01 04-06 SPT SP-SM 88.2 2.60 18.4

57935 GT-01 06-08 SPT 23.4

57936 GT-01 08-10 SPT 21.5

57937 GT-01 10-12 SPT 53.4

57938 GT-01 12-14 SPT *** 24 15 9 *** 2.66 36.5

57939 GT-01 14-16 SPT 16.9

57940 GT-01 12-14 TWT SC NP NP NP 99.9 26.2 0.14 0.01 ***

Should you have any questions or require additional assistance, please contact me at your earliest convenience.

Sincerely, MATERIALS TESTING CONSULTANTS, INC.

Timothy J. Lautenbach, E.I.T.

Laboratory Manager

Nicholas W. Franstad, P.E.

CMT Division Manager

Att: Particle Size Analysis Reports Consolidation Reports

LL PL D85 D60 D50 D30 D15 D10 Cc Cu

Material Description USCS AASHTO

Project No. Client: Remarks:

Project:

Location: GT-040002 Depth: 0-2 ft Sample Number: 57863

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

0.2955 0.0409 0.0184 0.0044

Sandy Lean Clay CL

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 2.2 3.4 6.3 22.0 34.7 31.4 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Particle Size Distribution Report

Rouge River Atterberg Limits not assigned, fines visually classified as clay

Project No. Client: Remarks:

Project:

Location: GT-040103 Depth: 1-3 ft Sample Number: 57870

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

0.3680 0.0368 0.0175 0.0041

Sandy Lean Clay CL

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 2.8 3.3 8.0 16.0 36.4 33.5 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Particle Size Distribution Report

Project No. Client: Remarks:

Project:

Location: GT-040507 Depth: 5-7 ft Sample Number: 57871

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

38 16 0.0285 0.0047 0.0028

Lean Clay CL

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 0.4 0.5 1.8 5.8 30.4 61.1 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Particle Size Distribution Report

Rouge River

Project No. Client: Remarks:

Project:

Location: GT-050002 Depth: 0-2 ft Sample Number: 57872

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

0.8816 0.2559 0.1756 0.0141 0.0026 0.0015 0.50 167.07

Clayey Sand SC-SM

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 3.6 4.7 3.2 13.2 33.8 21.2 20.3 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Particle Size Distribution Report

Rouge River Atterberg Limits not assigned, fines visually classified as silty clay

Project No. Client: Remarks:

Project:

Location: GT-050204 Depth: 2-4 ft Sample Number: 57873

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

0.3029 0.1905 0.1462 0.0620 0.0221 0.0081 2.50 23.63

Silty Sand SM

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 0.0 0.0 2.4 63.8 29.3 4.5 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Particle Size Distribution Report fines visually classified as silt

Project No. Client: Remarks:

Project:

Location: GT-050406 Depth: 4-6 ft Sample Number: 57874

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

3.6449 0.5654 0.3317 0.1095 0.0179 0.0093 2.27 60.64

Silty Sand SM

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 11.2 11.7 22.1 28.5 21.2 5.3 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Particle Size Distribution Report

Project No. Client: Remarks:

Project:

Location: GT-050608A Depth: 6-8 ft Sample Number: 57879

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

NP NP 1.6025 0.3295 0.2649 0.1527 0.0682 0.0580 1.22 5.68

Silty Sand SM

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 7.2 6.1 16.7 52.4 16.8 0.8 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Project No. Client: Remarks:

Project:

Location: GT-050608B Depth: 6-8 ft Sample Number: 57880

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

35 16 0.0790 0.0080 0.0044

Lean Clay with Sand CL

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 0.6 1.6 3.6 9.4 32.9 51.9 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Project No. Client: Remarks:

Project:

Location: GT-050608C Depth: 6-8 ft Sample Number: 57881

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

45 31 20.1260 2.0606 0.6339 0.1643 0.0296 0.0141 0.93 146.16

Silty Sand with Gravel SM

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 15.9 16.1 8.2 15.1 22.4 19.1 3.2 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Project No. Client: Remarks:

Project:

Location: GT-060002 Depth: 0-2 ft Sample Number: 57882

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

0.2321 0.0508 0.0274 0.0127 0.0041 0.0023 1.39 22.28

Sandy Elastic Silt MH

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 4.5 1.4 3.4 22.7 51.6 16.4 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Particle Size Distribution Report

Rouge River Atterberg Limits not assigned, fines visually classified as elastic silt

Project No. Client: Remarks:

Project:

Location: GT-060204 Depth: 2-4 ft Sample Number: 57883

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

55 36 0.0585 0.0276 0.0211 0.0095 0.0028

Elastic Silt MH

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 0.0 0.0 0.2 10.1 70.5 19.2 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Project No. Client: Remarks:

Project:

Location: GT-060608 Depth: 6-8 ft Sample Number: 57885

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

32 23 0.4103 0.1728 0.0748 0.0213 0.0071 0.0023 1.15 75.99

Sandy Silt ML

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 0.3 3.9 10.5 35.3 37.8 12.2 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Project No. Client: Remarks:

Project:

Location: GT-070406 Depth: 4-6 ft Sample Number: 57892

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

0.3833 0.1606 0.1301 0.0821 0.0275 0.0116 3.63 13.91

Silty Sand ML

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 0.1 0.3 12.4 60.2 20.6 6.4 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Project No. Client: Remarks:

Project:

Location: GT-070810 Depth: 8-10 ft Sample Number: 57894

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

0.2030 0.0667 0.0447 0.0134 0.0059 0.0045 0.60 14.77

Sandy Silt ML

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 0.0 0.2 0.1 36.8 51.2 11.7 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Particle Size Distribution Report

Project No. Client: Remarks:

Project:

Location: GT-071416 Depth: 14-16 ft Sample Number: 57897

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

34 17 0.1788 0.0147 0.0065 0.0019

Lean Clay with Sand CL

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 1.9 2.4 3.5 14.4 32.1 45.7 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Project No. Client: Remarks:

Project:

Location: GT-080002 Depth: 0-2 ft Sample Number: 57899

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

0.0940 0.0086 0.0039

Lean Clay with Sand CL

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 0.5 1.7 3.1 10.8 29.8 54.1 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Particle Size Distribution Report

Project No. Client: Remarks:

Project:

Location: GT-090002 Depth: 0-2 ft Sample Number: 57903

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

38 24 0.1185 0.0573 0.0450 0.0206 0.0086 0.0053 1.40 10.88

Silt with Sand ML

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 0.1 0.1 1.8 26.0 62.4 9.6 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Project No. Client: Remarks:

Project:

Location: GT-090204 Depth: 2-4 ft Sample Number: 57904

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

36 22 0.1032 0.0473 0.0351 0.0191 0.0094 0.0071 1.09 6.69

Silt with Sand ML

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 0.0 0.2 0.7 23.9 67.7 7.5 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Project No. Client: Remarks:

Project:

Location: GT-090406 Depth: 4-6 ft Sample Number: 57905

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

32 23 0.1053 0.0572 0.0474 0.0239 0.0089 0.0055 1.83 10.47

Silt with Sand ML

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 0.3 1.1 2.3 22.0 64.9 9.4 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Project No. Client: Remarks:

Project:

Location: GT-100002 Depth: 0-2 ft Sample Number: 57910

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

21.3866 0.3516 0.2238 0.0448 0.0080 0.0031 1.86 114.73

Clayey Sand with Gravel SC

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 16.9 4.6 4.2 10.8 29.7 21.2 12.6 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Particle Size Distribution Report

Project No. Client: Remarks:

Project:

Location: GT-100204 Depth: 2-4 ft Sample Number: 57911

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

27 14 0.6397 0.0385 0.0154 0.0023

Sandy Lean Clay CL

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 3.5 3.8 3.4 7.1 16.9 27.9 37.4 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Project No. Client: Remarks:

Project:

Location: GT-110204 Depth: 2-4 ft Sample Number: 57915

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

31 16 0.3151 0.0260 0.0100 0.0020

Lean Clay with Sand CL

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 3.0 3.5 6.7 15.2 30.9 40.7 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Project No. Client: Remarks:

Project:

Location: GT-030204 Depth: 2-4 ft Sample Number: 57920

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

9.0623 0.1874 0.0490 0.0164 0.0087 0.0067 0.21 28.01

Sandy Silt with Gravel ML

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 8.1 10.7 3.3 6.7 19.8 44.4 7.0 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Particle Size Distribution Report fines visually classified as Silt

Project No. Client: Remarks:

Project:

Location: GT-030406 Depth: 4-6 ft Sample Number: 57921

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

66 38 0.1774 0.0455 0.0335 0.0102 0.0043 0.0030 0.77 15.26

Elastic Silt MH

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 0.0 0.0 1.8 24.5 56.1 17.6 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Project No. Client: Remarks:

Project:

Location: GT-030305 Depth: 3-5 ft Sample Number: 57924

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

31 16 0.0374 0.0045 0.0027

Lean Clay CL

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 0.0 0.8 2.3 7.6 27.5 61.8 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Project No. Client: Remarks:

Project:

Location: GT-020204 Depth: 2-4 ft Sample Number: 57926

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

48 30 2.8297 0.2202 0.1509 0.0388 0.0093 0.0061 1.13 36.40

Silty Sand SM

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 11.6 5.3 13.6 31.5 29.0 9.0 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Project No. Client: Remarks:

Project:

Location: GT-020204 Depth: 2-4 ft Sample Number: 57930

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

59 32 26.8875 1.1710 0.2235 0.0378 0.0091 0.0050 0.24 235.35

Silty Gravel with Sand GM

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 25.6 8.0 4.4 5.9 17.3 28.8 10.0 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Project No. Client: Remarks:

Project:

Location: GT-010002 Depth: 0-2 ft Sample Number: 57932

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

NP NP 3.6853 0.5419 0.3413 0.1380 0.0093 0.0055 6.35 97.91

Silty Sand SM

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 11.9 11.1 21.8 28.8 16.5 9.9 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Rouge River Fines visually classified as silt

Project No. Client: Remarks:

Project:

Location: GT-010406 Depth: 4-6 ft Sample Number: 57934

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

8.9441 2.4058 1.1907 0.3469 0.1700 0.0806 0.62 29.84

Poorly Graded Sand with Silt and Gravel SP-SM

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 28.5 14.6 21.8 25.3 6.9 2.9 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Rouge River Fines visually classified as silt

Project No. Client: Remarks:

Project:

Location: GT-011214 Depth: 12-14 ft Sample Number: 57940

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI Figure

24 15 2.0069 0.3818 0.2704 0.1039 0.0140 0.0069 4.13 55.72

Clayey Sand SC

111011 MACTEC

P E

R C

E N

T F

IN

E

R

GRAIN SIZE - mm.

0.0010.010.1110100

% +3" Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 4.2 5.7 5.1 22.3 35.2 19.0 8.5 i n i n i n

½ i n i n

¾ i n

½ i n

/8 i n

Title:

Checked By:

Project:

Remarks:Client:Project No.

Condition of Test:

Preparation Process:

AASHTOUSCSMATERIAL DESCRIPTION

%Method Swell Press.D2435

FinalInit.FinalInit.FinalInit.FinalInit.Gr. CcPcVoid RatioSaturationMoistureOverburdenSp.PILL

CONSOLIDATION TEST REPORT

.01 .02 .05 .1 .2 .5 1 2 50.41

0.47

0.53

0.59

0.65

0.71

0.77

0.83

0.89

0.95

1.01 Vo

id R at io

Applied Pressure - tsf

Figure

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI

Location: GT-050406A, Depth 4-6 ft, Sample 57878 Division Manager

N. Fransted

Rouge River

MACTEC111011

0.05BInundated with Water

Cylindrical Cutting Ring

0.271.030.6700.847100.0 %112.0 %27.7 %37.2 %99.186.12.548

CLLean Clay

(tsf) SwellCr

(tsf)(tsf) Dry Dens. (pcf)

Project:

Remarks:Client:Project No.

Condition of Test:

Preparation Process:

AASHTOUSCSMATERIAL DESCRIPTION

%Method Swell Press.D2435

FinalInit.FinalInit.FinalInit.FinalInit.Gr. CcPcVoid RatioSaturationMoistureOverburdenSp.PILL

CONSOLIDATION TEST REPORT

.01 .02 .05 .1 .2 .5 1 2 50.75

0.87

0.99

1.11

1.23

1.35

1.47

1.59

1.71

1.83

1.95 Vo

id R at io

Applied Pressure - tsf

Figure

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI

Location: GT-050608C, Depth 6-8 ft, Sample 57881 Division Manager

N. Fransted

Assumed Specific Gravity Gravel removed prior to test

Rouge River

MACTEC111011

0.04BInundated with Water

Remolded

0.430.060.9681.96985.1 %100.8 %31.1 %74.9 %86.759.82.651445

SMSilty Sand with Gravel

(tsf) SwellCr

Project:

Remarks:Client:Project No.

Condition of Test:

Preparation Process:

AASHTOUSCSMATERIAL DESCRIPTION

%Method Swell Press.D2435

FinalInit.FinalInit.FinalInit.FinalInit.Gr. CcPcVoid RatioSaturationMoistureOverburdenSp.PILL

CONSOLIDATION TEST REPORT

.01 .02 .05 .1 .2 .5 1 2 50.53

0.65

0.77

0.89

1.01

1.13

1.25

1.37

1.49

1.61

1.73 Vo

id R at io

Applied Pressure - tsf

Figure

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI

Location: GT-060204, Depth 2-4 ft, Sample 57890 Division Manager

N. Fransted

Rouge River

MACTEC111011

0.07BInundated With Water

Cylindrical Cutting Ring

0.460.490.8291.514100.0 %97.8 %39.4 %58.0 %80.263.42.5552148

MLSilt

(tsf) SwellCr

Project:

Remarks:Client:Project No.

Condition of Test:

Preparation Process:

AASHTOUSCSMATERIAL DESCRIPTION

%Method Swell Press.D2435

FinalInit.FinalInit.FinalInit.FinalInit.Gr. CcPcVoid RatioSaturationMoistureOverburdenSp.PILL

CONSOLIDATION TEST REPORT

.01 .02 .05 .1 .2 .5 1 2 51.05

1.23

1.41

1.59

1.77

1.95

2.13

2.31

2.49

2.67

2.85 Vo

id R at io

Applied Pressure - tsf

Figure

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI

Location: GT-071416, Depth 14-16 ft, Sample 57898 Division Manager

N. Fransted

Assumed Specific GravityRouge River

MACTEC111011

0.07BInundated with Water

Remolded

0.560.131.4142.42173.7 %96.0 %39.3 %87.7 %74.948.42.652154

CHFat Clay

(tsf) SwellCr

Project:

Remarks:Client:Project No.

Condition of Test:

Preparation Process:

AASHTOUSCSMATERIAL DESCRIPTION

%Method Swell Press.D2435

FinalInit.FinalInit.FinalInit.FinalInit.Gr. CcPcVoid RatioSaturationMoistureOverburdenSp.PILL

CONSOLIDATION TEST REPORT

.01 .02 .05 .1 .2 .5 1 2 5.449

.479

.509

.539

.569

.599

.629

.659

.689

.719

.749 Vo id R at io

Applied Pressure - tsf

Figure

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI

Location: GT-080608, Depth 6-8 ft, Sample 57902 Division Manager

N. Fransted

Specific Gravity is AssumedRouge River

MACTEC111011

0.02BInundated with Water

Cylindrical Cutting Ring

0.130.480.5260.71986.7 %104.2 %17.2 %28.3 %122.496.32.653550

CHFat Clay

(tsf) SwellCr

Project:

Remarks:Client:Project No.

Condition of Test:

Preparation Process:

AASHTOUSCSMATERIAL DESCRIPTION

%Method Swell Press.D2435

FinalInit.FinalInit.FinalInit.FinalInit.Gr. CcPcVoid RatioSaturationMoistureOverburdenSp.PILL

CONSOLIDATION TEST REPORT

.01 .02 .05 .1 .2 .5 1 2 50.46

0.52

0.58

0.64

0.70

0.76

0.82

0.88

0.94

1.00

1.06 Vo

id R at io

Applied Pressure - tsf

Figure

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI

Location: GT-090204, Depth 2-4 ft, Sample 57909 Division Manager

N. Fransted

Specific Gravity is AssumedRouge River

MACTEC111011

0.03BInundated with Water

Cylindrical Cutting Ring

0.300.770.6130.998100.0 %102.2 %30.8 %38.5 %100.2382.82.651037

MLSilt with Sand

(tsf) SwellCr

Project:

Remarks:Client:Project No.

Condition of Test:

Preparation Process:

AASHTOUSCSMATERIAL DESCRIPTION

%Method Swell Press.D2435

FinalInit.FinalInit.FinalInit.FinalInit.Gr. CcPcVoid RatioSaturationMoistureOverburdenSp.PILL

CONSOLIDATION TEST REPORT

.01 .02 .05 .1 .2 .5 1 2 5.268

.298

.328

.358

.388

.418

.448

.478

.508

.538

.568 Vo id R at io

Applied Pressure - tsf

Figure

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI

Location: GT-110406, Depth 4-6 ft, Sample 57918 Division Manager

N. Fransted

Specific Gravity Assumed.Rouge River

MACTEC111011

0.02BInundated with Water

Cylindrical Cutting Ring

0.151.180.3670.514100.0 %102.1 %14.9 %19.8 %121.4109.32.65823

CLLean Clay with Sand

(tsf) SwellCr

Project:

Remarks:Client:Project No.

Condition of Test:

Preparation Process:

AASHTOUSCSMATERIAL DESCRIPTION

%Method Swell Press.D2435

FinalInit.FinalInit.FinalInit.FinalInit.Gr. CcPcVoid RatioSaturationMoistureOverburdenSp.PILL

CONSOLIDATION TEST REPORT

.01 .02 .05 .1 .2 .5 1 2 50.01

0.13

0.25

0.37

0.49

0.61

0.73

0.85

0.97

1.09

1.21 Vo

id R at io

Applied Pressure - tsf

Figure

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI

Location: GT-020204, Depth 2-4 ft, Sample 57930 Division Manager

N. Fransted

Gravel removed from sample prior to testRouge River

MACTEC111011

0.05BInundated with Water

Remolded

0.390.780.3720.89130.9 %106.0 %4.7 %38.8 %106.080.32.4322759

GMSilty Gravel with Sand

(tsf) SwellCr

Project:

Remarks:Client:Project No.

Condition of Test:

Preparation Process:

AASHTOUSCSMATERIAL DESCRIPTION

%Method Swell Press.D2435

FinalInit.FinalInit.FinalInit.FinalInit.Gr. CcPcVoid RatioSaturationMoistureOverburdenSp.PILL

CONSOLIDATION TEST REPORT

.01 .02 .05 .1 .2 .5 1 2 5.324

.348

.372

.396

.420

.444

.468

.492

.516

.540

.564 Vo id R at io

Applied Pressure - tsf

Figure

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI

Location: GT-020608, Depth 6-8 ft, Sample 57931 Division Manager

N. Fransted

Assumed Specific GravityRouge River

MACTEC111011

0.02BInundated with Water

Cylindrical Cutting Ring

0.131.120.4100.545100.0 %110.7 %16.7 %22.8 %120.7107.02.651330

CLLean Clay

(tsf) SwellCr

Project:

Remarks:Client:Project No.

Condition of Test:

Preparation Process:

AASHTOUSCSMATERIAL DESCRIPTION

%Method Swell Press.D2435

FinalInit.FinalInit.FinalInit.FinalInit.Gr. CcPcVoid RatioSaturationMoistureOverburdenSp.PILL

CONSOLIDATION TEST REPORT

.01 .02 .05 .1 .2 .5 1 2 5.383

.413

.443

.473

.503

.533

.563

.593

.623

.653

.683 Vo id R at io

Applied Pressure - tsf

Figure

MATERIALS TESTING CONSULTANTS, INC.

Grand Rapids, MI

Location: GT-011214, Depth 12-14 ft, Sample 57940 Division Manager

N. Fransted

Rouge River

MACTEC111011

0.01BInundated with Water

Cylindrical Cutting Ring

0.141.000.4530.66295.0 %105.2 %16.2 %26.2 %116.999.92.659924

SCClayey Sand

(tsf) SwellCr