!(!(

!(!(!(!(!(!(!(!(!(

!(!(!(!(!(!(!(!(

29

28

30

257

255

258

254

256

253

27.288256.318

North Dakota state agencies and the ND GIS Hub0 1 20.5 Miles

Ü

!(!(!(!(!(!(!(!(

Valley CityBismarckFargo

Borrow Site Investigation

Project: NH--2-013(060)243PCN: 21701Scope: Mill and Overlay w/Sliver Grading Length: 19.7632 MilesLocation: RP 243.637 to RP 263.332

Haag and Hahne borrow site

ND Highway 13

Lautt borrow site

Table of Contents Introduction ..................................................................................................................... 1

Sampling and Testing Procedures: ................................................................................. 1

Borrow Site ...................................................................................................................... 1

Summary and Recommendations ................................................................................... 1

Appendix

Appendix A – Map of Boring Locations Appendix B – Summary and Lab Results for Selinger Borrow Site Appendix D – NDDOT Material Source Certificate of Approvals

Borrow Site Report NH-2-013(060)243 Page 1

Introduction This report includes the investigation of the borrow site on project NH-2-013(060)243. The borrow site included in this report is the Haag, Hahne, and Lautt borrow site. The field and subsurface investigation was conducted on 8/27/2018 and 8/28/2018 in order to develop this report.

Sampling and Testing Procedures: Borings were conducted with a six inch solid flight auger. Soil samples were taken at each boring location. Borings that had significant changes in soil type were split into separate samples. Moisture content samples were taken at 1 foot intervals.

The samples were submitted to the laboratory for determination of AASHTO classification, moisture content, dry density, sieve analysis, and Atterberg limits.

Borrow Sites These sites were drilled on 8/27/2018 and 8/28/2018. A total of 8 borings were conducted for the Haag site, 9 boring for the Hahne site, and 2 borings for the Lautt. Detailed data is in Appendix B.

Summary and Recommendations

Haag Borrow Site Recommendation A majority of the soils encountered in the Haag Borrow Site were lean clays and fat clays that classified as A-7-6 soils. The soils have a marginal swell potential. The majority of the soils have a liquid limit less than 50 and have low moisture contents. The soils generally have a moisture content 0 to 6 percent over optimum.

The soil conditions are marginal. These soils are typical of clays found in North Dakota. The material in this borrow site will perform adequately as subgrade material.

Hahne Borrow Site Recommendation The soils encountered in west portion of the Hahne Borrow Site were lean clays that classified as A-7-6 soils. The soils have a low swell potential. The majority of the soils have a liquid limit less than 50 and have low moisture contents. The soils generally have a moisture content 0 to 6 percent over optimum.


The soils encountered on the east portion of the Hahne Borrow site are silty sands and clayey sands. These soils have high sand and aggregate percentages and low silt percentages. This location will perform adequately as a subgrade materials.

Borrow Site Report NH-5-085(073)051 Page 2

Only two locations were able to be bored due to standing corn. The soils encountered in the Lautt Borrow Site were lean clays that classified as A-7-6 soils. The soils have a low swell potential. The majority of the soils have a liquid limit less than 50 and have low moisture contents. The soils generally have a moisture content 0 to 6 percent over optimum.


Lautt Borrow Site Recommendation

Lautt Borrow Site Recommendation

APPENDIX A

Map of Boring Locations

!A!A

!A!A

!A

!A !A !ABRW 8BRW 7BRW 6

BRW 5BRW 4

BRW 3BRW 2

BRW 1

28

21

N

256

0 500250 Feet

Ü


Haag Borrow SiteProject: NH-2-013(060)243PCN: 21701Location: A portion of NE 1/4 (lying N of ND 13

Logan County Sec28, T.133N, R.67W

Legend!A LinearSoils

Reference Points

!A !A !A !A

!A!A!A!A!ABRW 9

BRW 8 BRW 7 BRW 6 BRW 5BRW 4BRW 3BRW 2BRW 1

1

3231N

N

248

0 1,000500 Feet

Ü


Hahne Borrow SiteProject: NH-2-013(060)243PCN: 21701Location: A portion of S 1/2 S 1/2 Logan County Sec32, T.133N, R.68W


Reference Points

!A

!ABRW 2

BRW 1

29

32

N

0 500250 Feet

Ü


Lautt Borrow SiteProject: NH-2-013(060)243PCN: 21701Location: SW Qtr (N of Hwy 13)

Logan County Sec29, T.133N, R.67W


Reference Points

APPENDIX B

Summary and Lab Results

0

2

4

6

8

10

12

14

16

18

20

22

24

26

0

2

4

6

8

10

12

14

16

18

20

22

24

26

Dep

th (

ft)

Boreholes Equally Spaced (0 to 260 ft)

LEGEND

PROJECT NUMBER NH-2-013(060)243 Haag

LOCATION Logan County

PCN 21701

ND

DO

T_L

INE

AR

CO

LOR

FE

NC

E_D

EP

TH

- 2

0171

219.

GD

T -

10/

1/1

8 0

9:38

- F

:\LA

B\P

RO

JEC

TS

\GIN

T\2

-013

(060

)243

-HA

AG

.GP

J

NORTH DAKOTA DEPARTMENT OF TRANSPORATION300 AIRPORT ROADBISMARCK, ND 58504

MC < Opt 6<=MC<10%Over Opt

0<=MC<6%Over Opt

10<=MC<16%Over Opt

MC>16%Over Opt

Avg. In-PlaceMoisture Content

Low HighMarginalSwell Potential

Liquid Limit LL<50 50<=LL<60

>5%Over PL

0-5%Over PLMoisture Content

LL>=60

Below PL Non-Plastic

A-6

(7)

[CL

]

PI =

17

36.2

Avg:8.3

Opt:11.7

1 ft

5 ft

1 ft

2 ft

3 ft

4 ft

5 ft

521

BRW - 1255+4300

A-7

-5(4

0) [

CH

]

PI =

35

66.8

Avg:20.6Opt:20.8

1 ft

5 ft

1 ft

2 ft

3 ft

4 ft

5 ft

522

BRW - 2255+4550

A-7

-6(1

3) [

CL

]

PI =

23

41.0

Avg:18.0Opt:14.7

1 ft

25 ft

1 ft

2 ft

3 ft

4 ft

5 ft

6 ft

7 ft

8 ft

9 ft

10 ft

11 ft

12 ft

13 ft

14 ft

15 ft

16 ft

17 ft

18 ft

19 ft

20 ft

21 ft

22 ft

23 ft

24 ft

25 ft

523

BRW - 3255+5100

A-7

-6(4

1) [

CH

]

PI =

39

65.7

Avg:20.4Opt:19.3

1 ft

5 ft

1 ft

2 ft

3 ft

4 ft

5 ft

524

BRW - 4255+4425

A-7

-6(1

4) [

CL

]

PI =

25

45.4

Avg:17.7Opt:14.4

1 ft

25 ft

1 ft

2 ft

3 ft

4 ft

5 ft

6 ft

7 ft

8 ft

9 ft

10 ft

11 ft

12 ft

13 ft

14 ft

15 ft

16 ft

17 ft

18 ft

19 ft

20 ft

21 ft

22 ft

23 ft

24 ft

25 ft

525

BRW - 5255+4675

A-7

-6(1

5) [

CL

]

PI =

25

44.6

Avg:16.5Opt:15.4

1 ft

10 ft

1 ft

2 ft

3 ft

4 ft

5 ft

6 ft

7 ft

8 ft

9 ft

10 ft

526

BRW - 6255+4300

A-7

-6(1

6) [

CL

]

PI =

27

45.4

Avg:17.2Opt:12.9

1 ft

10 ft

1 ft

2 ft

3 ft

4 ft

5 ft

6 ft

7 ft

8 ft

9 ft

10 ft

527

BRW - 7255+4480

A-7

-6(1

7) [

CL

]

PI =

29

46.3

Avg:16.0Opt:12.4

1 ft

5 ft

1 ft

2 ft

3 ft

4 ft

5 ft

528

BRW - 8255+4730

BR

W -

3

BR

W -

4

BR

W -

5

BR

W -

6

BR

W -

7

10.3

9.1

7.9

6.9

7.0

25.3

19.3

19.6

19.4

19.4

13.1

13.2

15.0

14.7

14.7

17.7

17.9

19.6

18.2

17.0

17.5

17.9

17.8

17.4

18.3

19.2

21.4

20.2

20.6

16.4

19.7

19.4

21.4

21.8

20.4

20.3

19.2

19.7

21.1

21.7

13.8

9.5

14.2

11.8

16.0

17.3

15.3

18.0

18.5

18.7

20.0

19.9

20.4

19.8

17.0

19.9

19.6

19.8

20.1

17.2

19.4

19.9

19.7

19.4

18.1

14.3

13.7

13.0

14.8

18.1

15.6

17.5

19.4

19.3

19.3

14.8

16.4

19.3

18.1

17.1

16.6

16.9

17.3

18.7

16.6

15.5

14.7

16.9

16.5

16.3

75

80

85

90

95

100

105

110

115

120

125

130

135

140

145

0 10 20 30 40

Test Method

AASHTO T-180 Method A






Curves of 100% Saturationfor Specific Gravity Equal to:

2.80

2.70

2.60

DR

Y D

EN

SIT

Y, p

cf

WATER CONTENT, %

BRW - 1

BRW - 2

BRW - 3

BRW - 4

BRW - 5

BRW - 6

BOREHOLE DEPTH

BRW - 1

BRW - 2

BRW - 3

BRW - 4

BRW - 5

BRW - 6

BOREHOLE DEPTH

36

67

41

66

45

45

19

31

18

26

20

20

17

36

23

40

25

25

120.7 PCF

101.5 PCF

115.6 PCF

104.8 PCF

115.9 PCF

114.5 PCF

11.7 %

20.8 %

14.7 %

19.3 %

14.4 %

15.4 %

AASHTO Classification USCS Description

SANDY LEAN CLAY(CL)

FAT CLAY(CH)

SANDY LEAN CLAY(CL)

FAT CLAY(CH)

SANDY LEAN CLAY(CL)

SANDY LEAN CLAY(CL)

1.0

1.0

1.0

1.0

1.0

1.0

PILL PL Optimum WC

MOISTURE-DENSITY RELATIONSHIP

A-6 (7)

A-7-5 (40)

A-7-6 (13)

A-7-6 (41)

A-7-6 (14)

A-7-6 (15)

Max DD

1.0

1.0

1.0

1.0

1.0

1.0


PCN 21701


CO

MP

AC

TIO

N (

MU

LTIP

LE C

UR

VE

S)

- 20

171

219.

GD

T -

10/

1/18

09

:40

- F

:\LA

B\P

RO

JEC

TS

\GIN

T\2

-013

(060

)243

-HA

AG

.GP

JNORTH DAKOTA DEPARTMENT OF TRANSPORATION300 AIRPORT ROADBISMARCK, ND 58504

75

80

85

90

95

100

105

110

115

120

125

130

135

140

145

0 10 20 30 40

Test Method




2.80

2.70

2.60

DR

Y D

EN

SIT

Y, p

cf

WATER CONTENT, %

BRW - 7

BRW - 8

BOREHOLE DEPTH

BRW - 7

BRW - 8

BOREHOLE DEPTH

45

46

18

18

27

28

120.8 PCF

121.7 PCF

12.9 %

12.4 %


SANDY LEAN CLAY(CL)

SANDY LEAN CLAY(CL)

1.0

1.0

PILL PL Optimum WC


A-7-6 (16)

A-7-6 (17)

Max DD

1.0

1.0


PCN 21701


CO

MP

AC

TIO

N (

MU

LTIP

LE C

UR

VE

S)

- 20

171

219.

GD

T -

10/

1/18

09

:40

- F

:\LA

B\P

RO

JEC

TS

\GIN

T\2

-013

(060

)243

-HA

AG

.GP

JNORTH DAKOTA DEPARTMENT OF TRANSPORATION300 AIRPORT ROADBISMARCK, ND 58504

0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

0.0010.010.1110100

PI Cc

501/2HYDROMETER

USCS Classification

D60

U.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS

D100

25

9.5

25

9.5

25

AASHTO Classification

CL

CH

CL

CH

CL

19

31

18

26

20

0.093

0.046

0.048

BOREHOLE DEPTH

BOREHOLE DEPTH

D30

0.006

D10 %Clay

28.2

67.9

33.1

69.6

35.4

%Gravel

5.3

0.7

0.8

0.7

2.9

%Sand

38.3

6.1

33.2

8.5

32.1

%Silt

28.1

25.3

32.9

21.2

29.6

36

67

41

66

45

CuLL PL

17

36

23

40

25

GRAIN SIZE DISTRIBUTION

COBBLESGRAVEL SAND

GRAIN SIZE IN MILLIMETERS

coarse fine

BRW - 1

BRW - 2

BRW - 3

BRW - 4

BRW - 5

coarseSILT OR CLAY

finemedium

1403 4 20 406 601.5 8 143/4 3/8

PE

RC

EN

T F

INE

R B

Y W

EIG

HT

BRW - 1

BRW - 2

BRW - 3

BRW - 4

BRW - 5

3 10024 16 301 2006 10

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

A-6 (7)

A-7-5 (40)

A-7-6 (13)

A-7-6 (41)

A-7-6 (14)


PCN 21701


GR

AIN

SIZ

E -

201

712

19.G

DT

- 1

0/1/

18 0

9:4

1 -

F:\L

AB

\PR

OJE

CT

S\G

INT

\2-0

13(0

60)2

43-H

AA

G.G

PJ


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

0.0010.010.1110100

PI Cc

501/2HYDROMETER

USCS Classification

D60


D100

25

25

25


CL

CL

CL

20

18

18

0.044

0.038

0.039

BOREHOLE DEPTH

BOREHOLE DEPTH

D30 D10 %Clay

35.9

35.5

35.9

%Gravel

2.3

4.0

2.5

%Sand

31.8

27.5

29.5

%Silt

30.0

33.0

32.1

45

45

46

CuLL PL

25

27

28


COBBLESGRAVEL SAND


coarse fine

BRW - 6

BRW - 7

BRW - 8

coarseSILT OR CLAY

finemedium

1403 4 20 406 601.5 8 143/4 3/8

PE

RC

EN

T F

INE

R B

Y W

EIG

HT

BRW - 6

BRW - 7

BRW - 8

3 100

24 16 30

1 2006 10

1.0

1.0

1.0

1.0

1.0

1.0

A-7-6 (15)

A-7-6 (16)

A-7-6 (17)


PCN 21701


GR

AIN

SIZ

E -

201

712

19.G

DT

- 1

0/1/

18 0

9:4

1 -

F:\L

AB

\PR

OJE

CT

S\G

INT

\2-0

13(0

60)2

43-H

AA

G.G

PJ


BRW - 1 1.0 36 19 17 25 56 A-6 (7) CL 10.3 8.3

BRW - 1 2.0 9.1 8.3

BRW - 1 3.0 7.9 8.3

BRW - 1 4.0 6.9 8.3

BRW - 1 5.0 7.0 8.3

BRW - 2 1.0 67 31 36 9.5 93 A-7-5 (40) CH 25.3 20.6

BRW - 2 2.0 19.3 20.6

BRW - 2 3.0 19.6 20.6

BRW - 2 4.0 19.4 20.6

BRW - 2 5.0 19.4 20.6

BRW - 3 1.0 41 18 23 25 66 A-7-6 (13) CL 13.1 18.0

BRW - 3 2.0 13.2 18.0

BRW - 3 3.0 15.0 18.0

BRW - 3 4.0 14.7 18.0

BRW - 3 5.0 14.7 18.0

BRW - 3 6.0 17.7 18.0

BRW - 3 7.0 17.9 18.0

BRW - 3 8.0 19.6 18.0

BRW - 3 9.0 18.2 18.0

BRW - 3 10.0 17.0 18.0

BRW - 3 11.0 17.5 18.0

BRW - 3 12.0 17.9 18.0

BRW - 3 13.0 17.8 18.0

BRW - 3 14.0 17.4 18.0

BRW - 3 15.0 18.3 18.0

BRW - 3 16.0 19.2 18.0

BRW - 3 17.0 21.4 18.0

BRW - 3 18.0 20.2 18.0

BRW - 3 19.0 20.6 18.0

BRW - 3 20.0 16.4 18.0

BRW - 3 21.0 19.7 18.0

BRW - 3 22.0 19.4 18.0

BRW - 3 23.0 21.4 18.0

BRW - 3 24.0 21.8 18.0

BRW - 3 25.0 20.4 18.0

BRW - 4 1.0 66 26 40 9.5 91 A-7-6 (41) CH 20.3 20.4

BRW - 4 2.0 19.2 20.4

BRW - 4 3.0 19.7 20.4

BRW - 4 4.0 21.1 20.4

BRW - 4 5.0 21.7 20.4

BRW - 5 1.0 45 20 25 25 65 A-7-6 (14) CL 13.8 17.7

BRW - 5 2.0 9.5 17.7

BRW - 5 3.0 14.2 17.7

SUMMARY OF LABORATORY RESULTSPAGE 1 OF 3

VoidRatioDepth Liquid

LimitPlasticLimit

PlasticityIndex

MaximumSize(mm)

%<#200Sieve

AASHTOClassification

Satur-ation(%)

DryDensity

(pcf)

USCSClass-

ificationBorehole

Avg.Water

Content(%)

WaterContent

(%)


PCN 21701


LAB

SU

MM

AR

Y -

201

7121

9.G

DT

- 1

0/1/

18 0

9:4

2 -

F:\L

AB

\PR

OJE

CT

S\G

INT

\2-0

13(0

60)2

43-H

AA

G.G

PJ


BRW - 5 4.0 11.8 17.7

BRW - 5 5.0 16.0 17.7

BRW - 5 6.0 17.3 17.7

BRW - 5 7.0 15.3 17.7

BRW - 5 8.0 18.0 17.7

BRW - 5 9.0 18.5 17.7

BRW - 5 10.0 18.7 17.7

BRW - 5 11.0 20.0 17.7

BRW - 5 12.0 19.9 17.7

BRW - 5 13.0 20.4 17.7

BRW - 5 14.0 19.8 17.7

BRW - 5 15.0 17.0 17.7

BRW - 5 16.0 19.9 17.7

BRW - 5 17.0 19.6 17.7

BRW - 5 18.0 19.8 17.7

BRW - 5 19.0 20.1 17.7

BRW - 5 20.0 17.2 17.7

BRW - 5 21.0 19.4 17.7

BRW - 5 22.0 19.9 17.7

BRW - 5 23.0 19.7 17.7

BRW - 5 24.0 19.4 17.7

BRW - 5 25.0 18.1 17.7

BRW - 6 1.0 45 20 25 25 66 A-7-6 (15) CL 14.3 16.5

BRW - 6 2.0 13.7 16.5

BRW - 6 3.0 13.0 16.5

BRW - 6 4.0 14.8 16.5

BRW - 6 5.0 18.1 16.5

BRW - 6 6.0 15.6 16.5

BRW - 6 7.0 17.5 16.5

BRW - 6 8.0 19.4 16.5

BRW - 6 9.0 19.3 16.5

BRW - 6 10.0 19.3 16.5

BRW - 7 1.0 45 18 27 25 68 A-7-6 (16) CL 14.8 17.2

BRW - 7 2.0 16.4 17.2

BRW - 7 3.0 19.3 17.2

BRW - 7 4.0 18.1 17.2

BRW - 7 5.0 17.1 17.2

BRW - 7 6.0 16.6 17.2

BRW - 7 7.0 16.9 17.2

BRW - 7 8.0 17.3 17.2

BRW - 7 9.0 18.7 17.2

BRW - 7 10.0 16.6 17.2

BRW - 8 1.0 46 18 28 25 68 A-7-6 (17) CL 15.5 16.0



LimitPlasticLimit

PlasticityIndex

MaximumSize(mm)

%<#200Sieve


Satur-ation(%)

DryDensity

(pcf)

USCSClass-

ificationBorehole

Avg.Water

Content(%)

WaterContent

(%)


PCN 21701


LAB

SU

MM

AR

Y -

201

7121

9.G

DT

- 1

0/1/

18 0

9:4

2 -

F:\L

AB

\PR

OJE

CT

S\G

INT

\2-0

13(0

60)2

43-H

AA

G.G

PJ


BRW - 8 2.0 14.7 16.0

BRW - 8 3.0 16.9 16.0

BRW - 8 4.0 16.5 16.0

BRW - 8 5.0 16.3 16.0



LimitPlasticLimit

PlasticityIndex

MaximumSize(mm)

%<#200Sieve


Satur-ation(%)

DryDensity

(pcf)

USCSClass-

ificationBorehole

Avg.Water

Content(%)

WaterContent

(%)


PCN 21701


LAB

SU

MM

AR

Y -

201

7121

9.G

DT

- 1

0/1/

18 0

9:4

2 -

F:\L

AB

\PR

OJE

CT

S\G

INT

\2-0

13(0

60)2

43-H

AA

G.G

PJ


0

1

2

3

4

5

6

7

8

9

10

11

0

1

2

3

4

5

6

7

8

9

10

11

Dep

th (

ft)

Boreholes Equally Spaced (0 to 350 ft)

LEGEND

PROJECT NUMBER NH-2-013(060)243 Hahne


PCN 21701

ND

DO

T_L

INE

AR

CO

LOR

FE

NC

E_D

EP

TH

- 2

0171

219.

GD

T -

10/

1/1

8 0

9:33

- F

:\LA

B\P

RO

JEC

TS

\GIN

T\2

-013

(060

)243

-HA

HN

E.G

PJ



0<=MC<6%Over Opt

10<=MC<16%Over Opt

MC>16%Over Opt




>5%Over PL


LL>=60


A-7

-6(1

6) [

CL

]

PI =

26

46.6

Avg:14.4Opt:15.6

1 ft

5 ft

1 ft

2 ft

3 ft

4 ft

5 ft

509

BRW - 1247+4176

A-7

-6(1

5) [

CL

]

PI =

24

45.2

Avg:16.6Opt:14.2

1 ft

10 ft

1 ft

2 ft

3 ft

4 ft

5 ft

6 ft

7 ft

8 ft

9 ft

10 ft

510

BRW - 2247+4426

A-6

(3)

[SC

]

PI =

15

33.8

Avg:10.4Opt:12.3

1 ft

10 ft

1 ft

2 ft

3 ft

4 ft

5 ft

6 ft

7 ft

8 ft

9 ft

10 ft

511

BRW - 3247+4676

A-2

-4(0

) [S

C]

PI =

10

28.1

Avg:8.6

Opt:10.8

1 ft

10 ft

1 ft

2 ft

3 ft

4 ft

5 ft

6 ft

7 ft

8 ft

9 ft

10 ft

513

BRW - 4247+5025

A-2

-4(0

) [S

M]

PI =

0

0.0

Avg:8.0

Opt:11.6

1 ft

10 ft

1 ft

2 ft

3 ft

4 ft

5 ft

6 ft

7 ft

8 ft

9 ft

10 ft

515

BRW - 5247+5125

A-2

-4(0

) [S

M]

PI =

0

0.0

Avg:6.2

Opt:10.2

1 ft

10 ft

1 ft

2 ft

3 ft

4 ft

5 ft

6 ft

7 ft

8 ft

9 ft

10 ft

517

BRW - 6247+4975

A-7

-6(1

1) [

CL

]

PI =

22

41.0

Avg:17.0Opt:14.5

1 ft

10 ft

1 ft

2 ft

3 ft

4 ft

5 ft

6 ft

7 ft

8 ft

9 ft

10 ft

518

BRW - 7247+4725

A-7

-6(1

4) [

CL

]

PI =

25

42.7

Avg:15.1Opt:13.3

1 ft

10 ft

1 ft

2 ft

3 ft

4 ft

5 ft

6 ft

7 ft

8 ft

9 ft

10 ft

519

BRW - 8247+4325

A-7

-6(1

4) [

CL

]

PI =

24

46.7

Avg:13.4Opt:14.6

1 ft

5 ft

1 ft

2 ft

3 ft

4 ft

5 ft

520

BRW - 9247+4125

BR

W -

1

BR

W -

2

BR

W -

3 BR

W -

4

BR

W -

5

BR

W -

6

BR

W -

7

BR

W -

8

BR

W -

9

13.5

13.2

13.6

15.8

15.6

15.0

12.3

13.0

9.9

14.4

17.6

18.2

21.7

21.9

21.8

15.0

8.4

7.4

9.9

11.2

14.5

20.9

17.0

20.4

21.0

11.6

8.8

8.7

9.0

9.0

9.2

4.3

6.4

21.1

20.7

5.3

7.1

8.3

9.9

7.4

6.7

7.9

11.6

16.9

22.9

5.1

5.0

4.3

4.9

6.4

6.7

8.3

8.0

6.6

6.6

14.8

14.4

17.0

17.5

16.3

12.2

12.6

22.7

21.4

21.5

13.2

11.0

11.0

12.6

13.1

14.2

16.5

17.3

18.2

24.2

13.3

11.8

10.8

15.7

15.4

75

80

85

90

95

100

105

110

115

120

125

130

135

140

145

0 10 20 30 40

Test Method








2.80

2.70

2.60

DR

Y D

EN

SIT

Y, p

cf

WATER CONTENT, %

BRW - 1

BRW - 2

BRW - 3

BRW - 3

BRW - 4

BRW - 4

BOREHOLE DEPTH

BRW - 1

BRW - 2

BRW - 3

BRW - 3

BRW - 4

BRW - 4

BOREHOLE DEPTH

47

45

34

43

28

45

21

22

18

20

18

20

26

23

16

23

10

25

115.1 PCF

115.3 PCF

123.6 PCF

115.4 PCF

122.8 PCF

115.8 PCF

15.6 %

14.2 %

12.3 %

14.5 %

10.8 %

15.0 %


SANDY LEAN CLAY(CL)

SANDY LEAN CLAY(CL)

CLAYEY SAND(SC)

SANDY LEAN CLAY(CL)

CLAYEY SAND with GRAVEL(SC)

SANDY LEAN CLAY(CL)

1.0

1.0

1.0

6.0

1.0

8.0

PILL PL Optimum WC


A-7-6 (16)

A-7-6 (15)

A-6 (3)

A-7-6 (14)

A-2-4 (0)

A-7-6 (14)

Max DD

1.0

1.0

1.0

6.0

1.0

8.0


PCN 21701


CO

MP

AC

TIO

N (

MU

LTIP

LE C

UR

VE

S)

- 20

171

219.

GD

T -

10/

1/18

09

:35

- F

:\LA

B\P

RO

JEC

TS

\GIN

T\2

-013

(060

)243

-HA

HN

E.G

PJ


75

80

85

90

95

100

105

110

115

120

125

130

135

140

145

0 10 20 30 40

Test Method








2.80

2.70

2.60

DR

Y D

EN

SIT

Y, p

cf

WATER CONTENT, %

BRW - 5

BRW - 5

BRW - 6

BRW - 7

BRW - 8

BRW - 9

BOREHOLE DEPTH

BRW - 5

BRW - 5

BRW - 6

BRW - 7

BRW - 8

BRW - 9

BOREHOLE DEPTH

NP

43

NP

41

43

47

NP

20

NP

19

18

23

NP

23

NP

22

25

24

122.5 PCF

118.8 PCF

125.7 PCF

116.7 PCF

118.0 PCF

114.1 PCF

11.6 %

13.7 %

10.2 %

14.5 %

13.3 %

14.6 %


SILTY SAND(SM)

SANDY LEAN CLAY(CL)

SILTY SAND with GRAVEL(SM)

SANDY LEAN CLAY(CL)

SANDY LEAN CLAY(CL)

SANDY LEAN CLAY(CL)

1.0

9.0

1.0

1.0

1.0

1.0

PILL PL Optimum WC


A-2-4 (0)

A-7-6 (12)

A-2-4 (0)

A-7-6 (11)

A-7-6 (14)

A-7-6 (14)

Max DD

1.0

9.0

1.0

1.0

1.0

1.0


PCN 21701


CO

MP

AC

TIO

N (

MU

LTIP

LE C

UR

VE

S)

- 20

171

219.

GD

T -

10/

1/18

09

:35

- F

:\LA

B\P

RO

JEC

TS

\GIN

T\2

-013

(060

)243

-HA

HN

E.G

PJ


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

0.0010.010.1110100

PI Cc

501/2HYDROMETER

USCS Classification

D60


D100

25

25

25

25

25


CL

CL

SC

CL

SC

21

22

18

20

18

0.035

0.033

0.214

0.039

1.196

BOREHOLE DEPTH

BOREHOLE DEPTH

D30

0.015

0.106

D10 %Clay

39.5

38.8

21.0

38.2

11.1

%Gravel

3.2

2.4

9.5

2.1

19.7

%Sand

28.7

28.1

46.5

30.6

54.7

%Silt

28.6

30.6

22.9

29.1

14.4

47

45

34

43

28

CuLL PL

26

23

16

23

10


COBBLESGRAVEL SAND


coarse fine

BRW - 1

BRW - 2

BRW - 3

BRW - 3

BRW - 4

coarseSILT OR CLAY

finemedium

1403 4 20 406 601.5 8 143/4 3/8

PE

RC

EN

T F

INE

R B

Y W

EIG

HT

BRW - 1

BRW - 2

BRW - 3

BRW - 3

BRW - 4

3 10024 16 301 2006 10

1.0

1.0

1.0

6.0

1.0

1.0

1.0

1.0

6.0

1.0

A-7-6 (16)

A-7-6 (15)

A-6 (3)

A-7-6 (14)

A-2-4 (0)


PCN 21701


GR

AIN

SIZ

E -

201

712

19.G

DT

- 1

0/1/

18 0

9:3

4 -

F:\L

AB

\PR

OJE

CT

S\G

INT

\2-0

13(0

60)2

43-H

AH

NE

.GP

J


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

0.0010.010.1110100

PI Cc

501/2HYDROMETER

USCS Classification

D60


D100

9.5

25

25

25

25


CL

SM

CL

SM

CL

20

NP

20

NP

19

0.045

0.403

0.062

0.56

0.078

BOREHOLE DEPTH

BOREHOLE DEPTH

D30

0.117

0.122

D10

0.006

0.008

%Clay

36.4

9.1

32.6

7.4

33.6

%Gravel

1.1

15.0

2.2

18.9

2.2

%Sand

33.4

65.9

35.6

61.7

38.2

%Silt

29.1

10.0

29.5

12.0

26.0

45

NP

43

NP

41

CuLL PL

70.85

70.93

6.01

3.39

25

NP

23

NP

22


COBBLESGRAVEL SAND


coarse fine

BRW - 4

BRW - 5

BRW - 5

BRW - 6

BRW - 7

coarseSILT OR CLAY

finemedium

1403 4 20 406 601.5 8 143/4 3/8

PE

RC

EN

T F

INE

R B

Y W

EIG

HT

BRW - 4

BRW - 5

BRW - 5

BRW - 6

BRW - 7

3 10024 16 301 2006 10

8.0

1.0

9.0

1.0

1.0

8.0

1.0

9.0

1.0

1.0

A-7-6 (14)

A-2-4 (0)

A-7-6 (12)

A-2-4 (0)

A-7-6 (11)


PCN 21701


GR

AIN

SIZ

E -

201

712

19.G

DT

- 1

0/1/

18 0

9:3

4 -

F:\L

AB

\PR

OJE

CT

S\G

INT

\2-0

13(0

60)2

43-H

AH

NE

.GP

J


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

0.0010.010.1110100

PI Cc

501/2HYDROMETER

USCS Classification

D60


D100

9.5

25


CL

CL

18

23

0.047

0.044

BOREHOLE DEPTH

BOREHOLE DEPTH

D30 D10 %Clay

33.0

36.6

%Gravel

1.1

3.2

%Sand

33.0

30.8

%Silt

32.9

29.5

43

47

CuLL PL

25

24


COBBLESGRAVEL SAND


coarse fine

BRW - 8

BRW - 9

coarseSILT OR CLAY

finemedium

1403 4 20 406 601.5 8 143/4 3/8

PE

RC

EN

T F

INE

R B

Y W

EIG

HT

BRW - 8

BRW - 9

3 10024 16 301 2006 10

1.0

1.0

1.0

1.0

A-7-6 (14)

A-7-6 (14)


PCN 21701


GR

AIN

SIZ

E -

201

712

19.G

DT

- 1

0/1/

18 0

9:3

4 -

F:\L

AB

\PR

OJE

CT

S\G

INT

\2-0

13(0

60)2

43-H

AH

NE

.GP

J


BRW - 1 1.0 47 21 26 25 68 A-7-6 (16) CL 13.5 14.4

BRW - 1 2.0 13.2 14.4

BRW - 1 3.0 13.6 14.4

BRW - 1 4.0 15.8 14.4

BRW - 1 5.0 15.6 14.4

BRW - 2 1.0 45 22 23 25 69 A-7-6 (15) CL 15.0 16.6

BRW - 2 2.0 12.3 16.6

BRW - 2 3.0 13.0 16.6

BRW - 2 4.0 9.9 16.6

BRW - 2 5.0 14.4 16.6

BRW - 2 6.0 17.6 16.6

BRW - 2 7.0 18.2 16.6

BRW - 2 8.0 21.7 16.6

BRW - 2 9.0 21.9 16.6

BRW - 2 10.0 21.8 16.6

BRW - 3 1.0 34 18 16 25 44 A-6 (3) SC 15.0 10.4

BRW - 3 2.0 8.4 10.4

BRW - 3 3.0 7.4 10.4

BRW - 3 4.0 9.9 10.4

BRW - 3 5.0 11.2 10.4

BRW - 3 6.0 43 20 23 25 67 A-7-6 (14) CL 14.5 18.8

BRW - 3 7.0 20.9 18.8

BRW - 3 8.0 17.0 18.8

BRW - 3 9.0 20.4 18.8

BRW - 3 10.0 21.0 18.8

BRW - 4 1.0 28 18 10 25 26 A-2-4 (0) SC 11.6 8.6

BRW - 4 2.0 8.8 8.6

BRW - 4 3.0 8.7 8.6

BRW - 4 4.0 9.0 8.6

BRW - 4 5.0 9.0 8.6

BRW - 4 6.0 9.2 8.6

BRW - 4 7.0 4.3 8.6

BRW - 4 8.0 45 20 25 9.5 65 A-7-6 (14) CL 6.4 16.1

BRW - 4 9.0 21.1 16.1

BRW - 4 10.0 20.7 16.1

BRW - 5 1.0 NP NP NP 25 19 A-2-4 (0) SM 5.3 8.0

BRW - 5 2.0 7.1 8.0

BRW - 5 3.0 8.3 8.0

BRW - 5 4.0 9.9 8.0

BRW - 5 5.0 7.4 8.0

BRW - 5 6.0 6.7 8.0

BRW - 5 7.0 7.9 8.0

BRW - 5 8.0 11.6 8.0



LimitPlasticLimit

PlasticityIndex

MaximumSize(mm)

%<#200Sieve


Satur-ation(%)

DryDensity

(pcf)

USCSClass-

ificationBorehole

Avg.Water

Content(%)

WaterContent

(%)

PROJECT NUMBER NH-2-013(060)243Hahne

PCN 21701


LAB

SU

MM

AR

Y -

201

7121

9.G

DT

- 1

0/1/

18 0

9:3

6 -

F:\L

AB

\PR

OJE

CT

S\G

INT

\2-0

13(0

60)2

43-H

AH

NE

.GP

J


BRW - 5 9.0 43 20 23 25 62 A-7-6 (12) CL 16.9 19.9

BRW - 5 10.0 22.9 19.9

BRW - 6 1.0 NP NP NP 25 19 A-2-4 (0) SM 5.1 6.2

BRW - 6 2.0 5.0 6.2

BRW - 6 3.0 4.3 6.2

BRW - 6 4.0 4.9 6.2

BRW - 6 5.0 6.4 6.2

BRW - 6 6.0 6.7 6.2

BRW - 6 7.0 8.3 6.2

BRW - 6 8.0 8.0 6.2

BRW - 6 9.0 6.6 6.2

BRW - 6 10.0 6.6 6.2

BRW - 7 1.0 41 19 22 25 60 A-7-6 (11) CL 14.8 17.0

BRW - 7 2.0 14.4 17.0

BRW - 7 3.0 17.0 17.0

BRW - 7 4.0 17.5 17.0

BRW - 7 5.0 16.3 17.0

BRW - 7 6.0 12.2 17.0

BRW - 7 7.0 12.6 17.0

BRW - 7 8.0 22.7 17.0

BRW - 7 9.0 21.4 17.0

BRW - 7 10.0 21.5 17.0

BRW - 8 1.0 43 18 25 9.5 66 A-7-6 (14) CL 13.2 15.1

BRW - 8 2.0 11.0 15.1

BRW - 8 3.0 11.0 15.1

BRW - 8 4.0 12.6 15.1

BRW - 8 5.0 13.1 15.1

BRW - 8 6.0 14.2 15.1

BRW - 8 7.0 16.5 15.1

BRW - 8 8.0 17.3 15.1

BRW - 8 9.0 18.2 15.1

BRW - 8 10.0 24.2 15.1

BRW - 9 1.0 47 23 24 25 66 A-7-6 (14) CL 13.3 13.4

BRW - 9 2.0 11.8 13.4

BRW - 9 3.0 10.8 13.4

BRW - 9 4.0 15.7 13.4

BRW - 9 5.0 15.4 13.4



LimitPlasticLimit

PlasticityIndex

MaximumSize(mm)

%<#200Sieve


Satur-ation(%)

DryDensity

(pcf)

USCSClass-

ificationBorehole

Avg.Water

Content(%)

WaterContent

(%)


PCN 21701


LAB

SU

MM

AR

Y -

201

7121

9.G

DT

- 1

0/1/

18 0

9:3

6 -

F:\L

AB

\PR

OJE

CT

S\G

INT

\2-0

13(0

60)2

43-H

AH

NE

.GP

J


0

2

4

6

8

10

12

14

16

18

20

22

24

26

0 10 20 30 40 50 60 70 80

0

2

4

6

8

10

12

14

16

18

20

22

24

26

0 10 20 30 40 50 60 70 80

Dep

th (

ft)

Distance Along Baseline (ft)

LEGEND

PROJECT NUMBER NH-2-013(060)243 Lautt


PCN 21701

ND

DO

T_L

INE

AR

CO

LOR

FE

NC

E_D

EP

TH

- 2

0171

219.

GD

T -

10/

1/1

8 0

9:24

- F

:\LA

B\P

RO

JEC

TS

\GIN

T\2

-013

(060

)243

-LA

UT

T.G

PJ



0<=MC<6%Over Opt

10<=MC<16%Over Opt

MC>16%Over Opt




>5%Over PL


LL>=60


A-7

-6(1

3) [

CL

]

PI =

24

43.2

Avg:17.6Opt:13.2

1 ft

25 ft

1 ft

2 ft

3 ft

4 ft

5 ft

6 ft

7 ft

8 ft

9 ft

10 ft

11 ft

12 ft

13 ft

14 ft

15 ft

16 ft

17 ft

18 ft

19 ft

20 ft

21 ft

22 ft

23 ft

24 ft

25 ft

529

BRW - 1254+2740

A-7

-6(1

2) [

CL

]

PI =

23

42.4

Avg:19.3Opt:13.9

1 ft

25 ft

1 ft

2 ft

3 ft

4 ft

5 ft

6 ft

7 ft

8 ft

9 ft

10 ft

11 ft

12 ft

13 ft

14 ft

15 ft

16 ft

17 ft

18 ft

19 ft

20 ft

21 ft

22 ft

23 ft

24 ft

25 ft

530

BRW - 2254+2770

BR

W -

1

BR

W -

2

9.3

13.1

13.1

12.0

12.9

15.8

16.7

17.2

17.6

18.7

19.4

18.8

20.6

22.2

19.9

20.0

18.9

21.0

19.8

19.7

19.8

19.9

19.7

13.6

19.9

12.7

12.1

12.7

13.7

16.2

18.4

17.8

20.5

16.7

18.3

10.3

15.7

21.1

21.4

20.7

19.6

17.7

18.6

19.2

58.0

20.7

20.1

20.3

20.4

19.9

75

80

85

90

95

100

105

110

115

120

125

130

135

140

145

0 10 20 30 40

Test Method




2.80

2.70

2.60

DR

Y D

EN

SIT

Y, p

cf

WATER CONTENT, %

BRW - 1

BRW - 2

BOREHOLE DEPTH

BRW - 1

BRW - 2

BOREHOLE DEPTH

43

42

19

20

24

22

119.0 PCF

117.5 PCF

13.2 %

13.9 %


SANDY LEAN CLAY(CL)

SANDY LEAN CLAY(CL)

1.0

1.0

PILL PL Optimum WC


A-7-6 (13)

A-7-6 (12)

Max DD

1.0

1.0


PCN 21701


CO

MP

AC

TIO

N (

MU

LTIP

LE C

UR

VE

S)

- 20

171

219.

GD

T -

10/

1/18

09

:26

- F

:\LA

B\P

RO

JEC

TS

\GIN

T\2

-013

(060

)243

-LA

UT

T.G

PJ


0

5

10

15

20

25

30

35

40

45

50

55

60

65

70

75

80

85

90

95

100

0.0010.010.1110100

PI Cc

501/2HYDROMETER

USCS Classification

D60


D100

25

25


CL

CL

19

20

0.048

0.055

BOREHOLE DEPTH

BOREHOLE DEPTH

D30 D10 %Clay

35.2

33.5

%Gravel

3.4

2.9

%Sand

31.5

33.7

%Silt

29.9

29.9

43

42

CuLL PL

24

22


COBBLESGRAVEL SAND


coarse fine

BRW - 1

BRW - 2

coarseSILT OR CLAY

finemedium

1403 4 20 406 601.5 8 143/4 3/8

PE

RC

EN

T F

INE

R B

Y W

EIG

HT

BRW - 1

BRW - 2

3 100

24 16 30

1 2006 10

1.0

1.0

1.0

1.0

A-7-6 (13)

A-7-6 (12)


PCN 21701


GR

AIN

SIZ

E -

201

712

19.G

DT

- 1

0/1/

18 0

9:2

7 -

F:\L

AB

\PR

OJE

CT

S\G

INT

\2-0

13(0

60)2

43-L

AU

TT

.GP

J


BRW - 1 1.0 43 19 24 25 65 A-7-6 (13) CL 9.3 17.6

BRW - 1 2.0 13.1 17.6

BRW - 1 3.0 13.1 17.6

BRW - 1 4.0 12.0 17.6

BRW - 1 5.0 12.9 17.6

BRW - 1 6.0 15.8 17.6

BRW - 1 7.0 16.7 17.6

BRW - 1 8.0 17.2 17.6

BRW - 1 9.0 17.6 17.6

BRW - 1 10.0 18.7 17.6

BRW - 1 11.0 19.4 17.6

BRW - 1 12.0 18.8 17.6

BRW - 1 13.0 20.6 17.6

BRW - 1 14.0 22.2 17.6

BRW - 1 15.0 19.9 17.6

BRW - 1 16.0 20.0 17.6

BRW - 1 17.0 18.9 17.6

BRW - 1 18.0 21.0 17.6

BRW - 1 19.0 19.8 17.6

BRW - 1 20.0 19.7 17.6

BRW - 1 21.0 19.8 17.6

BRW - 1 22.0 19.9 17.6

BRW - 1 23.0 19.7 17.6

BRW - 1 24.0 13.6 17.6

BRW - 1 25.0 19.9 17.6

BRW - 2 1.0 42 20 22 25 63 A-7-6 (12) CL 12.7 19.3

BRW - 2 2.0 12.1 19.3

BRW - 2 3.0 12.7 19.3

BRW - 2 4.0 13.7 19.3

BRW - 2 5.0 16.2 19.3

BRW - 2 6.0 18.4 19.3

BRW - 2 7.0 17.8 19.3

BRW - 2 8.0 20.5 19.3

BRW - 2 9.0 16.7 19.3

BRW - 2 10.0 18.3 19.3

BRW - 2 11.0 10.3 19.3

BRW - 2 12.0 15.7 19.3

BRW - 2 13.0 21.1 19.3

BRW - 2 14.0 21.4 19.3

BRW - 2 15.0 20.7 19.3

BRW - 2 16.0 19.6 19.3

BRW - 2 17.0 17.7 19.3

BRW - 2 18.0 18.6 19.3



LimitPlasticLimit

PlasticityIndex

MaximumSize(mm)

%<#200Sieve


Satur-ation(%)

DryDensity

(pcf)

USCSClass-

ificationBorehole

Avg.Water

Content(%)

WaterContent

(%)


PCN 21701


LAB

SU

MM

AR

Y -

201

7121

9.G

DT

- 1

0/1/

18 0

9:2

8 -

F:\L

AB

\PR

OJE

CT

S\G

INT

\2-0

13(0

60)2

43-L

AU

TT

.GP

J


BRW - 2 19.0 19.2 19.3

BRW - 2 20.0 58.0 19.3

BRW - 2 21.0 20.7 19.3

BRW - 2 22.0 20.1 19.3

BRW - 2 23.0 20.3 19.3

BRW - 2 24.0 20.4 19.3

BRW - 2 25.0 19.9 19.3



LimitPlasticLimit

PlasticityIndex

MaximumSize(mm)

%<#200Sieve


Satur-ation(%)

DryDensity

(pcf)

USCSClass-

ificationBorehole

Avg.Water

Content(%)

WaterContent

(%)


PCN 21701


LAB

SU

MM

AR

Y -

201

7121

9.G

DT

- 1

0/1/

18 0

9:2

8 -

F:\L

AB

\PR

OJE

CT

S\G

INT

\2-0

13(0

60)2

43-L

AU

TT

.GP

J


APPENDIX D

NDDOT Material Source Certificate of Approvals

Borrow Site Report

Documents

Transcript of Borrow Site Report