1.01150.8

13.51138.3

22.01129.8

16

20

29

26

19

23

18

18

17

Slightly Organic CL, tr roots - blk

L, tr to little gravel - brn to gry-brn - sl mottled - med dense tostiff to v stiff

CL, tr gravel - brn to gry-brn - sl mottled - stiff to v stiff

CL, tr to little gravel - gry to dk gry - SL seam from 43 to 47 ft- v stiff to stiff

30

26

23

26

22

State Project Bridge No. or Job Desc.

81013Ground Elevation

B-17Trunk Highway/Location

(from Plan)1151.8Boring No.

8103-49 14

23

32

23

33

30

SPT hammer calibrated to58% efficiency on 1/28/03

Latitude (North)=44°03'37.03"

1/28/03Waseca Co. Coordinate: X=347687 Y=183070 Hammer

Drill MachineDrilling

TH14WB, 10+5+40.39, 25.66 LT SHEET 1 of 5

Completed

Location

(ft.)

Diedrich D-120

Longitude (West)=93°29'45.78"Diedrich Autohammer

(%)

U.S. Customary Units

5

10

15

20

25

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other Tests

Index Sheet Code 3

DepthCOH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60628

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

1980

1070

1950

16

18

13

13

32

14

122

121

126

CL, tr to little gravel - gry to dk gry - SL seam from 43 to 47 ft- v stiff to stiff (continued)

24

22

24

24

24

22

19

16

20

No Sample Recovered

Trunk Highway/Location

(from Plan)1151.8Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 2 of 5

State Project Bridge No. or Job Desc.

81013Ground Elevation

B-17

(%)

U.S. Customary Units

30

35

40

45

50

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60628

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

50.51101.3

53.01098.8

83

34

31

27

36

41

36

LS, little gravel - gry - sat - v dense

L & CL, tr to little gravel - gry - dense to hard

22

21

17

17

19

20

17

Trunk Highway/Location

(from Plan)1151.8Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 3 of 5

State Project Bridge No. or Job Desc.

81013Ground Elevation

B-17

(%)

U.S. Customary Units

55

60

65

70

75

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60628

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

94.01057.8

47

44

32

32

L & CL, tr to little gravel - gry - dense to hard (continued)

SL, tr gravel - gry - sat - dense

17

19

15

11

Trunk Highway/Location

(from Plan)1151.8Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 4 of 5

State Project Bridge No. or Job Desc.

81013Ground Elevation

B-17

(%)

U.S. Customary Units

80

85

90

95

100

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60628

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

110.01041.8

112.01039.8

32

32

10

SL, tr gravel - gry - sat - dense (continued)

L, tr gravel - gry - stiff

Bottom of Hole - 112 ft

12

12

12

Trunk Highway/Location

(from Plan)1151.8Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 5 of 5

State Project Bridge No. or Job Desc.

81013Ground Elevation

B-17

(%)

U.S. Customary Units

105

110

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60628

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

2250

3.51146.0

15.01134.5

20

16

15

19

12

5

6

7

131

Organic SL, tr roots - blk

L, tr to little gravel - brn - mottled - med dense to stiff

CL & SiCL, tr gravel - brn to gry-brn - firm

32

30

28

22

26

25

32

29

25

24

SPT hammer calibrated to58% efficiency on 1/28/03

State Project Bridge No. or Job Desc.

81013Ground Elevation

B-18Trunk Highway/Location

(from Plan)1149.5Boring No.

8103-49 14

Latitude (North)=44°03'36.77"

1/30/03Waseca Co. Coordinate: X=347787 Y=183043 Hammer

Drill MachineDrilling

TH14WB, 1066+40.44,C/L SHEET 1 of 5

Completed

Location

(ft.)

Diedrich D-120

Longitude (West)=93°29'44.41"Diedrich Autohammer

(%)

U.S. Customary Units

5

10

15

20

25

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other Tests

Index Sheet Code 3

DepthCOH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60629

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

315

1330

2420

30.01119.5

41.51108.0

45.01104.5

5

3

7

8

9

25

133

125

CL & SiCL, tr gravel - brn to gry-brn - firm (continued)

CL, tr gravel - gry - soft to firm

SiL, tr gravel - gry to dk gry - cobbles at 42.5 ft - dense

CL, tr gravel - gry - firm to v stiff

28

25

25

24

24

20

2224

17

18

50/.2

No Sample Recovered

Trunk Highway/Location

(from Plan)1149.5Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 2 of 5

State Project Bridge No. or Job Desc.

81013Ground Elevation

B-18

(%)

U.S. Customary Units

30

35

40

45

50

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60629

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

2855

65.01084.5

31

53

51

129

CL, tr gravel - gry - firm to v stiff (continued)

L & SiL, tr gravel - gry - v dense to hard

16

16

19

17

Trunk Highway/Location

(from Plan)1149.5Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 3 of 5

State Project Bridge No. or Job Desc.

81013Ground Elevation

B-18

(%)

U.S. Customary Units

55

60

65

70

75

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60629

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

76.51073.0

90.51059.0

46

93

54

22

24

L & SiL, tr gravel - gry - v dense to hard (continued)

SL, w/ seams of SiL, tr gravel - gry - sat - v dense

CL, tr to little gravel - gry - v stiff to hard

17

23

17

12

15

Trunk Highway/Location

(from Plan)1149.5Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 4 of 5

State Project Bridge No. or Job Desc.

81013Ground Elevation

B-18

(%)

U.S. Customary Units

80

85

90

95

100

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60629

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

380

112.01037.5

30

134

CL, tr to little gravel - gry - v stiff to hard (continued)

Bottom of Hole - 112 ft

14

17

Trunk Highway/Location

(from Plan)1149.5Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 5 of 5

State Project Bridge No. or Job Desc.

81013Ground Elevation

B-18

(%)

U.S. Customary Units

105

110

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60629

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

1670

1040

2.01144.2

20.01126.2

16

12

12

14

6

118

115

L, tr roots - brn

L & CL, tr to little gravel - brn to gry-brn - sl mottled - occ LSseams - stiff

CL, tr to little gravel - gry to dk gry - firm

28

23

25

27

28

25

33

28

21

SPT hammer calibrated to69% efficiency on 1/15/03

No Sample Recovered

State Project Bridge No. or Job Desc.

81013Ground Elevation

B-19Trunk Highway/Location

(from Plan)1146.2Boring No.

8103-49 14

Latitude (North)=44°03'36.58"

1/21/03Waseca Co. Coordinate: X=347887 Y=183023 Hammer

Drill MachineDrilling

TH14WB, 1067+40.40, 19.73 RT SHEET 1 of 5

Completed

Location

(ft.)

CME 550

Longitude (West)=93°29'43.04"CME Automatic

(%)

U.S. Customary Units

5

10

15

20

25

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other Tests

Index Sheet Code 3

DepthCOH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60630

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

32.01114.2

36.01110.2

41.01105.2

7

11

11

26

21

30

30

22

CL, tr to little gravel - gry to dk gry - firm (continued)

SL, w/ gravel - gry - sat - loose to med dense

L & SL, tr to little gravel - gry - stiff to v stiff

S & LS, tr to little gravel - gry - sat - LS seam from 60 to 62ft - dense to med dense

22

22

20

22

14

19

16

17

No Sample Recovered

No Sample Recovered

Trunk Highway/Location

(from Plan)1146.2Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 2 of 5

State Project Bridge No. or Job Desc.

81013Ground Elevation

B-19

(%)

U.S. Customary Units

30

35

40

45

50

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60630

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

21

31

20

29

50

S & LS, tr to little gravel - gry - sat - LS seam from 60 to 62ft - dense to med dense (continued)

26

26

31

18

18

U.S. Customary Units

55

60

65

70

75

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60630

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

Trunk Highway/Location

(from Plan)1146.2Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 3 of 5

State Project Bridge No. or Job Desc.

81013Ground Elevation

B-19

(%)

(from Plan)1146.2Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 4 of 5

State Project Bridge No. or Job Desc.

81013Ground Elevation

B-19

80.01066.2

85.01061.2

100.0

50

25

22

16

32

S & LS, tr to little gravel - gry - sat - LS seam from 60 to 62ft - dense to med dense (continued)

L & CL, tr gravel - gry - v stiff

LS, little to some gravel - gry

16

20

21

20

14

Trunk Highway/Location

(%)

U.S. Customary Units

80

85

90

95

100

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60630

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

1046.2

102.01044.2

35S, w/ gravel - brn - sat - dense

Bottom of Hole - 102 ft

16

Trunk Highway/Location

(from Plan)1146.2Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 5 of 5

State Project Bridge No. or Job Desc.

81013Ground Elevation

B-19

(%)

U.S. Customary Units

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60630

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

3000

2300

3.01146.4 28

14

27

29

14

23

15

120

118

Organic LS, tr roots - blk

L & CL, tr to little gravel - brn to gry-brn - mottled - v stiff tostiff

27

30

24

20

22

27

22

24

25

26

SPT hammer calibrated to58% efficiency on 1/28/03

State Project Bridge No. or Job Desc.

81014Ground Elevation

B-20Trunk Highway/Location

(from Plan)1149.4Boring No.

8103-49 14

Latitude (North)=44°03'36.15"

1/28/03Waseca Co. Coordinate: X=347686 Y=182980 Hammer

Drill MachineDrilling

TH14EB, 1065+40.09, 20.14 LT SHEET 1 of 5

Completed

Location

(ft.)

Diedrich D-120

Longitude (West)=93°29'45.79"Diedrich Autohammer

(%)

U.S. Customary Units

5

10

15

20

25

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other Tests

Index Sheet Code 3

DepthCOH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60631

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

1650

1207

1450

27.01122.4

38.01111.4

18

9

29

37

35

31

133

131

128

L & CL, tr to little gravel - brn to gry-brn - mottled - v stiff tostiff (continued)

CL, tr to little gravel - gry - stiff to v stiff

LS & SL, tr gravel - gry - sat - cobbles at 42 ft and from 48.3to 53.7 ft - occ SiL seams - med dense to dense

23

21

22

18

21

21

22

25

20

1722/.550/.4

Trunk Highway/Location

(from Plan)1149.4Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 2 of 5

State Project Bridge No. or Job Desc.

81014Ground Elevation

B-20

(%)

U.S. Customary Units

30

35

40

45

50

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60631

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

55.01094.4

40

61

50

85

LS & SL, tr gravel - gry - sat - cobbles at 42 ft and from 48.3to 53.7 ft - occ SiL seams - med dense to dense (continued)

LS, tr SiL seams - gry - sat - dense to v dense

21

23

21

21

No Sample Recovered

Trunk Highway/Location

(from Plan)1149.4Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 3 of 5

State Project Bridge No. or Job Desc.

81014Ground Elevation

B-20

(%)

U.S. Customary Units

55

60

65

70

75

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60631

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

83.01066.4

91.51057.9

100.0

90

105

53

44

67

53

LS, tr SiL seams - gry - sat - dense to v dense (continued)

CL & SiCL, tr gravel - gry - hard

L & SiL, little gravel - gry - dense to v dense to v hard

12

17

16

17

20

24

Trunk Highway/Location

(from Plan)1149.4Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 4 of 5

State Project Bridge No. or Job Desc.

81014Ground Elevation

B-20

(%)

U.S. Customary Units

80

85

90

95

100

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60631

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

1049.4Bottom of Hole - 100 ft

Trunk Highway/Location

(from Plan)1149.4Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 5 of 5

State Project Bridge No. or Job Desc.

81014Ground Elevation

B-20

(%)

U.S. Customary Units

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60631

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

133

Partially Organic L, dk brn to blk

L, tr gravel - brown to gry-brn - tr wood fragments - sl mottled- stiff to v stiff

CL, tr to little gravel - gry to dk gry - stiff to firm, soft at 30 ft -SL seams from 27 to 30 ft

1300

1675

2165

2.01145.2

15.01132.2

16

18

15

9

4

120

124

28

28

25

26

15

27

24

19

28

SPT hammer calibrated to69% efficiency on 1/15/03

No Sample Recovered

State Project Bridge No. or Job Desc.

81014Ground Elevation

B-21Trunk Highway/Location

(from Plan)1147.2Boring No.

8103-49 14

Latitude (North)=44°03'35.94"

1/30/03Waseca Co. Coordinate: X=347784 Y=182959 Hammer

Drill MachineDrilling

TH14EB, 1066+38.30,C/L SHEET 1 of 5

Completed

Location

(ft.)

CME 550

Longitude (West)=93°29'44.44"CME Automatic

(%)

U.S. Customary Units

5

10

15

20

25

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other Tests

Index Sheet Code 3

DepthCOH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60632

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

138

110

CL, tr to little gravel - gry to dk gry - stiff to firm, soft at 30 ft -SL seams from 27 to 30 ft (continued)

SiL, tr gravel - gry - med dense to v stiff

LS, little gravel - gry - sat - med dense

CL, little gravel - gry to dk gry - v stiff

2400

1690

37.01110.2

45.01102.2

48.01099.2

12

3

27

10

14

24

23

16

16

34

22

22

No Sample Recovered

No Sample Recovered

No Sample Recovered

Trunk Highway/Location

(from Plan)1147.2Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 2 of 5

State Project Bridge No. or Job Desc.

81014Ground Elevation

B-21

(%)

U.S. Customary Units

30

35

40

45

50

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60632

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

CL, little gravel - gry to dk gry - v stiff (continued)

L & SiL, tr to little gravel - gry - occ S & FG seams - meddense to very dense

55.01092.2

19

15

32

25

29

22

17

18

16

21

Trunk Highway/Location

(from Plan)1147.2Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 3 of 5

State Project Bridge No. or Job Desc.

81014Ground Elevation

B-21

(%)

U.S. Customary Units

55

60

65

70

75

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60632

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

L & SiL, tr to little gravel - gry - occ S & FG seams - meddense to very dense (continued)

30

32

26

25

40

13

22

15

16

14

Trunk Highway/Location

(from Plan)1147.2Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 4 of 5

State Project Bridge No. or Job Desc.

81014Ground Elevation

B-21

(%)

U.S. Customary Units

80

85

90

95

100

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60632

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

L & SiL, tr to little gravel - gry - occ S & FG seams - meddense to very dense (continued)

Bottom of Hole - 102.0 ft

102.01045.2

62 16

Trunk Highway/Location

(from Plan)1147.2Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 5 of 5

State Project Bridge No. or Job Desc.

81014Ground Elevation

B-21

(%)

U.S. Customary Units

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60632

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

2200

2000

1490

1450

2.01140.5

12.01130.5

14

15

19

3

7

117

117

126

123

L & CL, tr roots - dk brn

L, tr to little gravel - brn to gry-brn - mottled - stiff

L & CL, tr to little gravel - gry to dk gry - FG & S seam from17 to 19.4 ft - stiff to soft

24

29

26

27

24

27

21

23

21

25

SPT hammer calibrated to69% efficiency on 1/15/03

State Project Bridge No. or Job Desc.

81014Ground Elevation

B-22Trunk Highway/Location

(from Plan)1142.5Boring No.

8103-49 14

Latitude (North)=44°03'35.68"

1/29/03Waseca Co. Coordinate: X=347884 Y=182931 Hammer

Drill MachineDrilling

TH14EB, 1067+38.23, 27.32 RT SHEET 1 of 5

Completed

Location

(ft.)

CME 550

Longitude (West)=93°29'43.07"CME Automatic

(%)

U.S. Customary Units

5

10

15

20

25

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other Tests

Index Sheet Code 3

DepthCOH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60633

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

Trunk Highway/Location

(from Plan)1142.5Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 2 of 5

State Project Bridge No. or Job Desc.

81014Ground Elevation

B-22

1645

1915

2060

37.01105.5

12

9

36

65

87

74

50

126

124

128

L & CL, tr to little gravel - gry to dk gry - FG & S seam from17 to 19.4 ft - stiff to soft (continued)

LS, little to some gravel - gry - sat - water bearing S seamfrom 56 to 57 ft - occ CL seams - dense to v dense

20

23

22

20

21

21

15

13

(%)

U.S. Customary Units

30

35

40

45

50

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60633

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

57.01085.5

26

29

12

14

13

LS, little to some gravel - gry - sat - water bearing S seamfrom 56 to 57 ft - occ CL seams - dense to v dense(continued)

L & CL, tr to little gravel - gry - stiff

14

15

17

18

20

Trunk Highway/Location

(from Plan)1142.5Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 3 of 5

State Project Bridge No. or Job Desc.

81014Ground Elevation

B-22

(%)

U.S. Customary Units

55

60

65

70

75

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60633

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

85.01057.5

17

17

9

4

2

L & CL, tr to little gravel - gry - stiff (continued)

SL, tr gravel - gry - sat - v soft to loose

17

17

14

19

14

Trunk Highway/Location

(from Plan)1142.5Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 4 of 5

State Project Bridge No. or Job Desc.

81014Ground Elevation

B-22

(%)

U.S. Customary Units

80

85

90

95

100

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60633

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

UNIQUE NUMBER 60633

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

120.01022.5120.61021.9

5

10

SL, tr gravel - gry - sat - v soft to loose (continued)

LS, little gravel - possible cobbles - gry sat - v dense

Bottom of Hole - 120.6 ft

14

14

45/.550/.1

Trunk Highway/Location

(from Plan)1142.5Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 5 of 5

State Project Bridge No. or Job Desc.

81014Ground Elevation

B-22

(%)

U.S. Customary Units

105

110

115

120

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

4.01124.9

5.01123.9

3

6

10

10

8

Highly Organic CL, w/ roots - blk -soft

L, tr org - dk gry to gry-brn - soft

CL, tr to little gravel - gry to dk gry - firm to stiff - occ Sseams

36

31

28

26

23

SPT hammer calibrated to69% efficiency on 1/15/03

Consolidation Test

Consolidation Test

Consolidation Test

Consolidation Test

State Project Bridge No. or Job Desc.

EmbankmentGround Elevation

B-36Trunk Highway/Location

(from Plan)1128.9Boring No.

8103-49 14

Latitude (North)=44°03'36.48"

1/19/03Waseca Co. Coordinate: X=348344 Y=183009 Hammer

Drill MachineDrilling

TH14WB, 1072+00,C/L SHEET 1 of 2

Completed

Location

(ft.)

CME 550

Longitude (West)=93°29'36.78"CME Automatic

(%)

U.S. Customary Units

5

10

15

20

25

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other Tests

Index Sheet Code 3

DepthCOH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60647

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

(%)

U.S. Customary Units

30

35

40

45

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60647

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT

40.01088.9

47.01081.9

8

11

9

60

12

CL, tr to little gravel - gry to dk gry - firm to stiff - occ Sseams (continued)

L & CL, little gravel, occ cobbles - gry - stiff to med dense

Bottom of Hole - 47 ftWater level measured while drilling

23

19

21

18

23

No Sample Recovered

Consolidation Test

No Sample Recovered

No Sample Recovered

Cobbles

No Sample Recovered

Trunk Highway/Location

(from Plan)1128.9Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 2 of 2

State Project Bridge No. or Job Desc.

EmbankmentGround Elevation

B-36

1550

10.01116.2

15.01111.2

4

2

WH

4

4

131

This boring was taken by under a consultant contract forMn/DOT

Peat, partially decomposed, tr fibers - blk - v soft to soft -wood fragment at 7.5 ft

SiL, tr gravel - gry - v soft

CL, tr to little gravel - gry to dk gry - firm to stiff

262

220

215

30

29

25

27

28

SPT hammer calibrated to69% efficiency on 1/15/03

No Sample Recovered

State Project Bridge No. or Job Desc.

EmbankmentGround Elevation

B-37Trunk Highway/Location

(from Plan)1126.2Boring No.

8103-49 14

Latitude (North)=44°03'34.93"

1/19/03Waseca Co. Coordinate: X=348632 Y=182851 Hammer

Drill MachineDrilling

TH14EB, 1075+00,C/L SHEET 1 of 2

Completed

Location

(ft.)

CME 550

Longitude (West)=93°29'32.82"CME Automatic

(%)

U.S. Customary Units

5

10

15

20

25

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other Tests

Index Sheet Code 3

DepthCOH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60648

(Continued Next Page)

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

830

27.01099.2

30.21096.0

41.01085.2

47.01079.2

6

3

7

6

10

Trunk Highway/Location

(from Plan)1126.2Boring No.

8103-49 14

Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS

143

CL, tr to little gravel - gry to dk gry - firm to stiff (continued)

SL, tr gravel - plastic - gry - soft to firm to loose

CL, tr to little gravel - gry to dk gry - firm to stiff - occ LS & Sseams

L, tr gravel - gry - stiff

Bottom of Hole - 47 ftWater level measured while drilling

25

28

29

24

22

24

No Sample Recovered

No Sample Recovered

No Sample Recovered

SHEET 2 of 2

State Project Bridge No. or Job Desc.

EmbankmentGround Elevation

B-37

(%)

U.S. Customary Units

30

35

40

45

REC

N60

FormationElev.

SPTOr Remarks

ACL

Soi

l

Dril

ling

Ope

ratio

n

Lith

olog

y

RQD Core

G:\GEOTECH\GINTW\PROJECTS\8103-49.GPJ

MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION

LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION

Other TestsDepth

COH

Soil Class:SSW Rock Class: Edit: DMS Date: 6/8/04

Breaks Roc

k

UNIQUE NUMBER 60648

(%) (ft)Classification

(pcf)

or MemberDE

PTH

(psf)MC(%)

This boring was taken by under a consultant contract forMn/DOT