APPENDIX A SOIL BORINGS...1866 Woodslee Street Troy, Michigan 48083 Scale: NTS Soil Boring Location Plan 2013 Ann Arbor Geotechnical Linwood Avenue Ann Arbor, Mihigan Plate No. 2 Date:

APPENDIX A – SOIL BORINGS

!A

!A

!A !A !A

!A !A

32113181317531573145307530553025-31-333005

3186-3180-317431703162315231483140 3190313031203110 3184307030603012 30243016-3008-30103000 3014 30263022

3042

3040

3050

3070

3051

3075

3080

3074

3071

3090

3085

3100

3095

3120

3015-17-19-21-23-25-27-3029

3010-12-14-16-18-20-22-24-3026

3111

Platt Rd B-8 2006

Packard Rd B-2 2010

Packard

Rd B-1 2

010

St Aubin Ave ST-2 2012

St Aubin Ave S

T-1 20

12Packard Rd

Platt R

d

St Aubin Ave

Cree

k Dr

Aspen Ln

Elmwo

od Av

e

Bellw

ood A

ve

Maple

wood

Ave

AS-1

AS-2

AS-3

21.4

18.7

1500*

4500*

5

4

4

8

10

0.3

0.9

3.5

5.0

Bituminous Concrete (4 inches)Fill: Brown Sand and Gravel with trace silt

(Natural Aggregate Base, 7 inches)

Fill: Medium Dark Gray Sandy Clay withtrace gravel

Very Stiff Brown and Gray Silty Clay withtrace sand and gravel

End of Boring @ 5ft

SOIL SAMPLE DATA

SAMPLETYPE/NO.

MOISTURECONTENT

(%)

UNCOF. COMP. ST.

(PSF)

DRYDENSITY

(PCF)

DCP BLOWS/1.75-INCHES

PRO-FILE

Water Level Observation:Dry during and upon completion of drilling operations

Notes:Boring performed 7 feet north of South Sidewalk* Calibrated Hand Penetrometer

Excavation Backfilling Procedure:Borehole backfilled with auger cuttings and capped with coldpatch

DEPTH(ft)

5

10

15

Figure No. 107

SUBSURFACE PROFILEDEPTH

(ft)

5

10

15

Project Location: Ann Arbor, Michigan

Project Name: Ann Arbor Geotechnical

G2 Project No. 120547A

GROUND SURFACE ELEVATION: N/A

Soil Boring No. ST-2

5ftSeptember 21, 2012

G2 Consulting Group, LLCJ. Hayball, P.E.

Total Depth:Drilling Date:Inspector:Contractor:Driller:

Drilling Method: 4-inch diameter diamond tipped core barrel; 3-inch

diameter hand auger

PA

VE

ME

NT

CO

RE

DC

P 1

2054

7A.G

PJ

G2_

CO

NS

.GD

T 1

0/1

9/12

Latitude: N/A Longitude: N/A

AS-1AS-2

AS-3

10.2

18.0

1000*

5000*

4

4

3

11

9

0.3

0.7

3.0

5.0


(Natural Aggregate Base, 4 inches)

Fill: Medium Dark Gray Sandy Clay withtrace gravel


End of Boring @ 5ft

SOIL SAMPLE DATA

SAMPLETYPE/NO.

MOISTURECONTENT

(%)

UNCOF. COMP. ST.

(PSF)

DRYDENSITY

(PCF)


PRO-FILE


Notes:Boring performed 17 feet north of South Sidewalk* Calibrated Hand Penetrometer


DEPTH(ft)

5

10

15

Figure No. 106

SUBSURFACE PROFILEDEPTH

(ft)

5

10

15


Project Name: Ann Arbor Geotechnical

G2 Project No. 120547A

GROUND SURFACE ELEVATION: N/A

Soil Boring No. ST-1

5ftSeptember 21, 2012

G2 Consulting Group, LLCJ. Hayball, P.E.



diameter hand auger

PA

VE

ME

NT

CO

RE

DC

P 1

2054

7A.G

PJ

G2_

CO

NS

.GD

T 1

0/1

9/12

Latitude: N/A Longitude: N/A

1866 Woodslee StreetTroy, Michigan 48083 Scale: NTS

Soil Boring Location Plan

2013 Ann Arbor GeotechnicalLinwood Avenue

Ann Arbor, Mihigan

Plate No. 2

Date: 12/2/2013

Drawn by: JMH

Project No. 130744

Legend

LW-4

Pavement Cores/Hand Auger Borings performed byG2 Consulting Group, LLC on November 26, 2013

LW-3

LW-2

LW-1

BS-1

BS-2

BS-3 18.5 2000*

8

7

0.3

1.0

2.5

5.0


(Natural Aggregate Base, 9 inches)Loose Brown Sand with trace silt and gravel

Stiff Brown Sandy Clay with trace silt andgravel

End of Boring @ 5ft

SOIL SAMPLE DATA

SAMPLETYPE/NO.

MOISTURECONTENT

(%)

UNCOF. COMP. ST.

(PSF)

DRYDENSITY

(PCF)


PRO-FILE


Notes:Linwood Avenue, Station 1+50* Calibrated Hand Penetrometer


DEPTH(ft)

5

10

15

20

25

30

Figure No. 3

SUBSURFACE PROFILE


Project Name: 2013 Ann Arbor Geotechnical

G2 Project No. 130744

GROUND SURFACE ELEVATION: 900.0 ft

Soil Boring No. LW-1

5ftNovember 27, 2013

G2 Consultin Group, LLCJ. Hayball, P. E.



diameter hand auger

PA

VE

ME

NT

CO

RE

DC

P 1

307

44.G

PJ

G2_

CO

NS

.GD

T 1

2/10

/13

ELEV.(ft)

895.0

890.0

885.0

880.0

875.0

870.0

Latitude: 42.284281 Longitude: -83.770317

BS-1

BS-2

BS-3 20.6 2500*

37

8

0.30.8

3.0

5.0


(Natural Aggregate Base, 6 inches)Compact Brown Gravelly Sand with trace

silt


End of Boring @ 5ft

SOIL SAMPLE DATA

SAMPLETYPE/NO.

MOISTURECONTENT

(%)

UNCOF. COMP. ST.

(PSF)

DRYDENSITY

(PCF)


PRO-FILE




DEPTH(ft)

5

10

15

20

25

30

Figure No. 4

SUBSURFACE PROFILE










diameter hand auger

PA

VE

ME

NT

CO

RE

DC

P 1

307

44.G

PJ

G2_

CO

NS

.GD

T 1

2/10

/13

ELEV.(ft)

893.0

888.0

883.0

878.0

873.0

868.0


BS-1

BS-2

BS-3 19.6 2500*

6

7

0.4

1.3

3.0

5.0

Bituminous Concrete (5 inches)Fill: Brown Silty Sand with trace clay and

gravel (10 inches)

Loose Brown Clayey Sand with trace gravel


End of Boring @ 5ft

SOIL SAMPLE DATA

SAMPLETYPE/NO.

MOISTURECONTENT

(%)

UNCOF. COMP. ST.

(PSF)

DRYDENSITY

(PCF)


PRO-FILE




DEPTH(ft)

5

10

15

20

25

30

Figure No. 5

SUBSURFACE PROFILE










diameter hand auger

PA

VE

ME

NT

CO

RE

DC

P 1

307

44.G

PJ

G2_

CO

NS

.GD

T 1

2/10

/13

ELEV.(ft)

887.0

882.0

877.0

872.0

867.0

862.0


BS-1

BS-2

BS-3

16.2

15.3

5000*

5000*

14

15

0.50.70.8

5.0

Bituminous Concrete (3 inches)Fill: Brown Silty Clay (2 inches)

Fill: Brown Sand and Gravel with trace silt(2 inches)


End of Boring @ 5ft

SOIL SAMPLE DATA

SAMPLETYPE/NO.

MOISTURECONTENT

(%)

UNCOF. COMP. ST.

(PSF)

DRYDENSITY

(PCF)


PRO-FILE




DEPTH(ft)

5

10

15

20

25

30

Figure No. 6

SUBSURFACE PROFILE










diameter hand auger

PA

VE

ME

NT

CO

RE

DC

P 1

307

44.G

PJ

G2_

CO

NS

.GD

T 1

2/10

/13

ELEV.(ft)

880.0

875.0

870.0

865.0

860.0

855.0



Soil Boring Location Plan

2013 Ann Arbor GeotechnicalWoodbury Drive

Ann Arbor, Michigan

Plate No. 3

Date: 12/2/2013

Drawn by: JMH

Project No. 130744

Legend

WB-4


WB-3

WB-2

WB-1

BS-1

BS-2

10.422

19

0.7

3.0

5.0

Bituminous Concrete (8 inches)

Fill: Medium Compact Dark Brown SiltySand with trace clay, gravel, and organic

matter(Organic Matter Content = 2.8%)

Fill: Medium Compact Gray Silty Sand withtrace gravel and occasional clay seams

End of Boring @ 5ft

SOIL SAMPLE DATA

SAMPLETYPE/NO.

MOISTURECONTENT

(%)

UNCOF. COMP. ST.

(PSF)

DRYDENSITY

(PCF)


PRO-FILE


Notes:Woodbury Drive, Station 1+50


DEPTH(ft)

5

10

15

20

25

30

Figure No. 7

SUBSURFACE PROFILE





Soil Boring No. WB-1





diameter hand auger

PA

VE

ME

NT

CO

RE

DC

P 1

307

44.G

PJ

G2_

CO

NS

.GD

T 1

2/10

/13

ELEV.(ft)

822.0

817.0

812.0

807.0

802.0

797.0


BS-1

BS-2

34

31

0.70.8

5.0

Bituminous Concrete (8 inches)Fill: Brown Clayey Sand (2 inches)

Compact Brown Sand with trace silt andgravel

End of Boring @ 5ft

SOIL SAMPLE DATA

SAMPLETYPE/NO.

MOISTURECONTENT

(%)

UNCOF. COMP. ST.

(PSF)

DRYDENSITY

(PCF)


PRO-FILE




DEPTH(ft)

5

10

15

20

25

30

Figure No. 8

SUBSURFACE PROFILE










diameter hand auger

PA

VE

ME

NT

CO

RE

DC

P 1

307

44.G

PJ

G2_

CO

NS

.GD

T 1

2/10

/13

ELEV.(ft)

823.0

818.0

813.0

808.0

803.0

798.0


BS-1

BS-2

8

7

0.7

5.0


Loose Brown Sand with trace silt and graveland occasional clay seams

End of Boring @ 5ft

SOIL SAMPLE DATA

SAMPLETYPE/NO.

MOISTURECONTENT

(%)

UNCOF. COMP. ST.

(PSF)

DRYDENSITY

(PCF)


PRO-FILE




DEPTH(ft)

5

10

15

20

25

30

Figure No. 9

SUBSURFACE PROFILE










diameter hand auger

PA

VE

ME

NT

CO

RE

DC

P 1

307

44.G

PJ

G2_

CO

NS

.GD

T 1

2/10

/13

ELEV.(ft)

822.0

817.0

812.0

807.0

802.0

797.0


BS-1

BS-2

BS-3

16.0 4000*14

9

0.6

1.2

3.0

5.0

Bituminous Concrete (7 inches)Fill: Brown Clayey Sand with trace gravel (7

inches)Very Stiff Brown and Gray Silty Clay with

trace sand and gravel

Loose Brown Sand with trace silt and gravel

End of Boring @ 5ft

SOIL SAMPLE DATA

SAMPLETYPE/NO.

MOISTURECONTENT

(%)

UNCOF. COMP. ST.

(PSF)

DRYDENSITY

(PCF)


PRO-FILE


Notes:Woodbury Drive, Station 12+50* Calibrated Hand Penetrometer


DEPTH(ft)

5

10

15

20

25

30

Figure No. 10

SUBSURFACE PROFILE










diameter hand auger

PA

VE

ME

NT

CO

RE

DC

P 1

307

44.G

PJ

G2_

CO

NS

.GD

T 1

2/10

/13

ELEV.(ft)

824.0

819.0

814.0

809.0

804.0

799.0



Soil Boring Location Plan2013 Ann Arbor Geotechnical

Waldenwood DrivePenberton to EarnhartAnn Arbor, Michigan

Plate No. 4

Date: 12/2/2013

Drawn by: JMH

Project No. 130744

Legend

WW-5


WW-4

WW-1

WW-2

WW-3

BS-1

BS-2

BS-3

14.8

15.6

8000*

9000*

27

32

0.50.8

5.0

Bituminous Concrete (5-1/2 inches)Fill: Bituminous Concrete Millings (4

inches)

Hard Brown and Gray Silty Clay with tracesand and gravel

End of Boring @ 5ft

SOIL SAMPLE DATA

SAMPLETYPE/NO.

MOISTURECONTENT

(%)

UNCOF. COMP. ST.

(PSF)

DRYDENSITY

(PCF)


PRO-FILE


Notes:Waldenwood Drive* Calibrated Hand Penetrometer


DEPTH(ft)

5

10

15

20

25

30

Figure No. 11

SUBSURFACE PROFILE





Soil Boring No. WW-1





diameter hand auger

PA

VE

ME

NT

CO

RE

DC

P 1

307

44.G

PJ

G2_

CO

NS

.GD

T 1

2/10

/13

ELEV.(ft)

877.0

872.0

867.0

862.0

857.0

852.0


BS-1

BS-2

BS-3

18.4

20.1

5000*

6000*

12

14

0.81.1

5.0

Bituminous Concrete (9 inches)Fill: Bituminous Concrete Millings (4

inches)


End of Boring @ 5ft

SOIL SAMPLE DATA

SAMPLETYPE/NO.

MOISTURECONTENT

(%)

UNCOF. COMP. ST.

(PSF)

DRYDENSITY

(PCF)


PRO-FILE




DEPTH(ft)

5

10

15

20

25

30

Figure No. 12

SUBSURFACE PROFILE










diameter hand auger

PA

VE

ME

NT

CO

RE

DC

P 1

307

44.G

PJ

G2_

CO

NS

.GD

T 1

2/10

/13

ELEV.(ft)

878.0

873.0

868.0

863.0

858.0

853.0


BS-1

BS-2

BS-3

25.9

23.0

6000*

6500*

17

16

0.60.8

5.0

Bituminous Concrete (7-1/2 inches)Fill: Bituminous Concrete Millings (2-1/2

inches)


End of Boring @ 5ft

SOIL SAMPLE DATA

SAMPLETYPE/NO.

MOISTURECONTENT

(%)

UNCOF. COMP. ST.

(PSF)

DRYDENSITY

(PCF)


PRO-FILE




DEPTH(ft)

5

10

15

20

25

30

Figure No. 13

SUBSURFACE PROFILE










diameter hand auger

PA

VE

ME

NT

CO

RE

DC

P 1

307

44.G

PJ

G2_

CO

NS

.GD

T 1

2/10

/13

ELEV.(ft)

877.0

872.0

867.0

862.0

857.0

852.0


BS-1

BS-2

BS-3

13.5

13.0

5000*

7000*

16

20

0.8

1.5

5.0


Fill: Brown Clayey Sand with trace gravel


End of Boring @ 5ft

SOIL SAMPLE DATA

SAMPLETYPE/NO.

MOISTURECONTENT

(%)

UNCOF. COMP. ST.

(PSF)

DRYDENSITY

(PCF)


PRO-FILE




DEPTH(ft)

5

10

15

20

25

30

Figure No. 14

SUBSURFACE PROFILE










diameter hand auger

PA

VE

ME

NT

CO

RE

DC

P 1

307

44.G

PJ

G2_

CO

NS

.GD

T 1

2/10

/13

ELEV.(ft)

892.0

887.0

882.0

877.0

872.0

867.0


BS-1

BS-2

BS-3

10.3

14.3

3000*

4500*

11

14

0.50.9

5.0

Bituminous Concrete (6-1/2 inches)Fill: Bituminous Concrete Millings (4

inches)

Stiff to Very Stiff Brown and Gray SiltyClay with trace sand and gravel

End of Boring @ 5ft

SOIL SAMPLE DATA

SAMPLETYPE/NO.

MOISTURECONTENT

(%)

UNCOF. COMP. ST.

(PSF)

DRYDENSITY

(PCF)


PRO-FILE




DEPTH(ft)

5

10

15

20

25

30

Figure No. 15

SUBSURFACE PROFILE










diameter hand auger

PA

VE

ME

NT

CO

RE

DC

P 1

307

44.G

PJ

G2_

CO

NS

.GD

T 1

2/10

/13

ELEV.(ft)

889.0

884.0

879.0

874.0

869.0

864.0


!A

!A

!A

!A

117

220 214 206 204 202 122

211123-119 117 115 113

200

202-2

00

206

206-2

04

208

208

210

211-2

07

210

212

214

217-2

13

216

201

120

212

208

112

Washingt

on St (W

) C-3 2

007

Washingt

on St (W

) C-1 2

007

Alley

W Washington St

S Ash

ley St

Alley

!A

!A

!A

!A

!A

!A

!A

111114

111

116

113

117

117½

118

115

118-1

16

119

120

121

124-1

22

127-1

25101 11912

6

201 203 205-207 209-211

106-108-110 114-116 118 120 122 124 200-202 204 206 208202-2

00

205-2

01

205-2

03-20

1

206-2

04

207

206

207

208

209

208

210

209

211

212

210

211

213

214

213

Main St (S

) B-3 2006

S Fourth Ave B-2 2012

E Washingt

on St B-2 2

011

E Washingt

on St B-1 2

011

Alley

S Main

St

E Washington St

S Fou

rth Av

e

W Washington St

Alley

GB

SS1

SS2

100

100

89

11-8-6(14)

3-3-9(12)

7 inches ASPHALT PAVEMENT

5 inches of gray moist crushed LIMESTONE - (FILL)

Dark brown moist silty fine to medium SAND with traces of graveland organics - (FILL)

Brown moist medium dense fine SAND with some silt and graveland occasional clay seams - (SP-SM)

Bottom of borehole at 5.0 feet.

Boring performed 18' east of curb, 60' north of driveway to 2525Newport Road

NOTES Boring backfilled with auger cuttings and patched.

LOGGED BY G. Geerlings

DRILLING CONTRACTOR Stearns Drilling GROUND WATER LEVELS:

CHECKED BY T. Marsik

DATE STARTED 10/8/12 GROUND ELEVATION N/ACOMPLETED 10/8/12

DRILLING METHOD 2-1/4 inch HSA DURING DRILLING None

AFTER DRILLING None

COLLAPSE DEPTH 3' 6"

DE

PT

H(f

t)

0.0

2.5

5.0

GR

AP

HIC

LOG

SA

MP

LE T

YP

EN

UM

BE

R

RE

CO

VE

RY

%(R

QD

)

SPT N VALUE 20 40 60 80

FINES CONTENT (%) 20 40 60 80

20 40 60 80

PL LLMC

BLO

WC

OU

NT

S(N

VA

LUE

)

NA

TU

RA

L M

OIS

TU

RE

CO

NT

EN

T (

%)

MATERIAL DESCRIPTION

PO

CK

ET

PE

N. (

tsf)

UN

C. S

TR

EN

GT

H (

psf)

PAGE 1 OF 1BORING NUMBER: Newport B-9

PROJECT NUMBER 3122040060-1 PROJECT LOCATION Ann Arbor, Michigan

CLIENT City of Ann Arbor PROJECT NAME 2012 Ann Arbor Misc. Geotechnical Services - North Area Borings

CTI and Associates Inc

GB

SS1

SS2

100

94

100

6-5-6(11)

6-9-11(20)



Brown moist medium dense clayey fine to medium SAND withtrace of gravel - (SC)

Brown moist medium dense silty fine to medium SAND with traceof gravel and occasional clay lenses - (SM)

Gray moist medium medium dense silty fine to medium SANDwith gravel - (SM)


Boring performed 5' east of curb, across from driveway to 2562Newport Road







AFTER DRILLING None


DE

PT

H(f

t)

0.0

2.5

5.0

GR

AP

HIC

LOG

SA

MP

LE T

YP

EN

UM

BE

R

RE

CO

VE

RY

%(R

QD

)

SPT N VALUE 20 40 60 80


20 40 60 80

PL LLMC

BLO

WC

OU

NT

S(N

VA

LUE

)

NA

TU

RA

L M

OIS

TU

RE

CO

NT

EN

T (

%)


PO

CK

ET

PE

N. (

tsf)

UN

C. S

TR

EN

GT

H (

psf)





GB

SS1

SS2

100

78 11-21-36(57)



Brown moist very dense fine to medium SAND with some graveland silt and occasional cobbles - (SP-SM)


Boring performed 10' west of curb, 31' north of driveway to 2601Newport Road







AFTER DRILLING None


DE

PT

H(f

t)

0.0

2.5

5.0

GR

AP

HIC

LOG

SA

MP

LE T

YP

EN

UM

BE

R

RE

CO

VE

RY

%(R

QD

)

SPT N VALUE 20 40 60 80


20 40 60 80

PL LLMC

BLO

WC

OU

NT

S(N

VA

LUE

)

NA

TU

RA

L M

OIS

TU

RE

CO

NT

EN

T (

%)


PO

CK

ET

PE

N. (

tsf)

UN

C. S

TR

EN

GT

H (

psf)





56 16-60/4"

GB

SS1

SS2

100

89

100

5-5-12(17)

8-12-14(26)

22

4 inches ASPHALT PAVEMENT8 inches gray moist crushed LIMESTONE - (FILL)

Brown moist medium stiff CLAY with silt, some gravel and trace ofsand - (CL)

Brown moist medium dense fine to medium SAND with some siltand trace of gravel - (SP-SM)



0.75







AFTER DRILLING None


DE

PT

H(f

t)

0.0

2.5

5.0

GR

AP

HIC

LOG

SA

MP

LE T

YP

EN

UM

BE

R

RE

CO

VE

RY

%(R

QD

)

SPT N VALUE 20 40 60 80


20 40 60 80

PL LLMC

BLO

WC

OU

NT

S(N

VA

LUE

)

NA

TU

RA

L M

OIS

TU

RE

CO

NT

EN

T (

%)


PO

CK

ET

PE

N. (

tsf)

UN

C. S

TR

EN

GT

H (

psf)





GB

SS1

SS2

100

89

89

6-5-4(9)

3-3-4(7)



Dark brown moist silty fine SAND with traces of gravel, clay andorganics - (FILL)

Brown moist CLAY with silt and trace of sand - (CL)

Reddish-brown moist loose clayey fine SAND with trace of gravel -(SC)

Brown moist loose fine to medium SAND with traces of gravel andsilt - (SP)


Boring performed 5' east of curb, 105' south of driveway to 2705Newport Road







AFTER DRILLING None


DE

PT

H(f

t)

0.0

2.5

5.0

GR

AP

HIC

LOG

SA

MP

LE T

YP

EN

UM

BE

R

RE

CO

VE

RY

%(R

QD

)

SPT N VALUE 20 40 60 80


20 40 60 80

PL LLMC

BLO

WC

OU

NT

S(N

VA

LUE

)

NA

TU

RA

L M

OIS

TU

RE

CO

NT

EN

T (

%)


PO

CK

ET

PE

N. (

tsf)

UN

C. S

TR

EN

GT

H (

psf)





GB

SS1

SS2

100

100

89

8-4-3(7)

4-9-5(14)



6 inches of dark brown moist silty fine SAND with trace of organics- (FILL)Brown moist loose clayey fine SAND with trace of gravel andoccasional clay seams - (SC)

Brown moist medium dense fine to medium SAND with trace ofgravel - (SP)


Boring performed 6' east of curb, 80' south of White Oak Drive







AFTER DRILLING None


DE

PT

H(f

t)

0.0

2.5

5.0

GR

AP

HIC

LOG

SA

MP

LE T

YP

EN

UM

BE

R

RE

CO

VE

RY

%(R

QD

)

SPT N VALUE 20 40 60 80


20 40 60 80

PL LLMC

BLO

WC

OU

NT

S(N

VA

LUE

)

NA

TU

RA

L M

OIS

TU

RE

CO

NT

EN

T (

%)


PO

CK

ET

PE

N. (

tsf)

UN

C. S

TR

EN

GT

H (

psf)





GB

SS1

SS2

100

94

100

6-4-2(6)

3-3-3(6)

25

15



Dark brown moist medium stiff CLAY with silt, trace of organicsand occasional sand partings - (CL)Organic Content = 3.6%

Brown moist medium stiff sandy CLAY with silt, trace of gravel andoccasional sand partings - (CL)


Boring performed 4' east of curb, 127' north of White Oak Drive

0.5

0.5







AFTER DRILLING None


DE

PT

H(f

t)

0.0

2.5

5.0

GR

AP

HIC

LOG

SA

MP

LE T

YP

EN

UM

BE

R

RE

CO

VE

RY

%(R

QD

)

SPT N VALUE 20 40 60 80


20 40 60 80

PL LLMC

BLO

WC

OU

NT

S(N

VA

LUE

)

NA

TU

RA

L M

OIS

TU

RE

CO

NT

EN

T (

%)


PO

CK

ET

PE

N. (

tsf)

UN

C. S

TR

EN

GT

H (

psf)





GB

SS1

SS2

100

17

89

7-8-10(18)

3-5-10(15)



Dark brown moist clayey fine SAND with traces of gravel andorganics - (FILL)

Brown moist medium dense fine to medium SAND with somegravel and trace of silt - (SP)









AFTER DRILLING None


DE

PT

H(f

t)

0.0

2.5

5.0

GR

AP

HIC

LOG

SA

MP

LE T

YP

EN

UM

BE

R

RE

CO

VE

RY

%(R

QD

)

SPT N VALUE 20 40 60 80


20 40 60 80

PL LLMC

BLO

WC

OU

NT

S(N

VA

LUE

)

NA

TU

RA

L M

OIS

TU

RE

CO

NT

EN

T (

%)


PO

CK

ET

PE

N. (

tsf)

UN

C. S

TR

EN

GT

H (

psf)





GB

SS1

SS2

100

67

56

9-15-13(28)

6-3-2(5)

4 inches ASPHALT PAVEMENT20 inches of gray moist crushed LIMESTONE - (FILL)

Dark brown moist loose silty fine to medium SAND with traces ofgravel (FILL)









AFTER DRILLING None


DE

PT

H(f

t)

0.0

2.5

5.0

GR

AP

HIC

LOG

SA

MP

LE T

YP

EN

UM

BE

R

RE

CO

VE

RY

%(R

QD

)

SPT N VALUE 20 40 60 80


20 40 60 80

PL LLMC

BLO

WC

OU

NT

S(N

VA

LUE

)

NA

TU

RA

L M

OIS

TU

RE

CO

NT

EN

T (

%)


PO

CK

ET

PE

N. (

tsf)

UN

C. S

TR

EN

GT

H (

psf)





LEGEND

120' Oct

07,

200

9 - 1

:35p

m -

MA

ND

RIL

A

Dat

e

Dra

wn

By

Sca

le

Pro

ject

S:\6

0000

\PG

6032

1A\6

0321

A-0

1.dw

g

ww

w.s

me-

usa.

com

plym

outh

bay

city

gran

d ra

pids

kala

maz

oola

nsi

ng

shel

by t

wp.

tole

dotr

aver

se c

ity

No.

Rev

isio

n D

ate

Des

igne

d B

y

Figure No. 1

09-2

1-09 GM

KLW

1" =

120

'

PG 6

0321

A

Documents

APPENDIX A SOIL BORINGS...1866 Woodslee Street Troy, Michigan 48083 Scale: NTS Soil Boring Location Plan 2013 Ann Arbor Geotechnical Linwood Avenue Ann Arbor, Mihigan Plate No. 2 Date: