Borrow Site Report #2

Borrow Site Report #2

PROJECT NO. NH-1-200(073)236

PCN 21508

COUNTY Sheridan & Wells

ND Highway 200 From RP 236.269 to RP 252.062

PREPARED BY: Jordan M. Nehls, P.E.

NORTH DAKOTA DEPARTMENT OF TRANSPORTATION MATERIALS AND RESEARCH DIVISION

November 2017

128

133

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246

132

134

129

251

131

238

248

240243

250245

242

247252

239

249

244

241

North Dakota state agencies and the ND GIS Hub0 2 41 Miles

Ü

Minot

Bismarck

Devils Lake

Valley City

Dickinson

Borrow Site InvestigationProject: NH-1-200(073)236PCN: 21508Scope: Sliver Grading, Milling, RAP Overlay, Intersections, Pipe Extensions Length:15.84 MilesLocation: Highway 200 From Junction Highway 14 East to West Junction Highway 3

Dockter Borrow Site (Borrow Site #4)

Krein Borrow Site (Borrow Site #1)

Goodrich, ND

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

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

Krein Borrow Site (Borrow Site #1) ................................................................................. 1

Dockter Borrow Site (Borrow Site #4).............................................................................. 2

Summary and Recommendations ................................................................................... 2

Krein Borrow Site (Borrow Site #1) Recommendation..................................................... 2

Dockter Borrow Site (Borrow Site #4) Recommendation ................................................. 2

Moisture and Density Controls ............................................................................................................. 3

List of Tables

Table 1 - Summary of Krein Borrow (Borrow Site #1) ..................................................... 1 Table 2 - Summary of Dockter Borrow (Borrow Site #3) ................................................. 2

Appendix

Appendix A – Map of Boring Locations Appendix B – Summary and Lab Results for Krein Borrow Site (Borrow Site #1) Appendix C – Summary and Lab Results for Dockter Borrow Site (Borrow Site #4) Appendix D – NDDOT Material Source Certificate of Approvals

Borrow Site Report #2 NH-1-200(073)236 Page 1 Introduction This report includes the investigation of two of the borrow sites on project NH-1-200(073)236. The borrow sites included in this report are the Krein and Dockter borrow sites. The field and subsurface investigation was conducted on 10/16/2017 and 10/25/2017 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. Krein Borrow Site (Borrow Site #1) This borrow site was drilled on 10/16/2017. A total of 17 borings were conducted at this location. A summary of the boring data is shown in Table 1. Detailed data is in Appendix B. Table 1 - Summary of Krein Borrow (Borrow Site #1)

Boring Number

Lab Number

Depth of Sample

AASHTO Class

USCS Class

Average In Place Moisture Content

Optimum Moisture Content T-180

Max Dry Density

feet % % lb/ft3 1 957 0.6–5.0 A-4(0) SC 19.5 9.0 130.1 2 958 0.6-6.0 A-7-6(18) CL 9.9 12.5 121.6 2 959 6.0-15.0 A-1-b(0) SM 18.2 8.0 133.3 3 960 0.5-10.0 A-7-6(16) CL 17.6 11.9 123.5 4 961 0.4–10.0 A-6(13) CL 18.7 11.8 123.0 5 962 0.4–10.0 A-7-6(17) CL 21.6 11.9 119.4 6 963 1.4-5.0 A-7-6(16) CL 15.8 11.9 122.1 7 964 0.5-15.0 A-7-6(18) CL 20.7 13.7 117.6 8 965 0.7-15.0 A-7-6(17) CL 19.4 12.4 120.5 9 966 0.7-11.5 A-7-6(18) CL 19.2 12.0 121.3 9 967 11.5-15.0 A-6(10) CL 22.6 12.5 120.8 10 968 0.5-10.0 A-6(15) CL 17.5 12.7 120.7 11 969 0.5-20.0 A-6(11) CL 16.1 11.3 123.5 12 970 0.5-11.0 A-6(12) CL 16.1 11.4 124.0 12 971 11.0-15.0 A-6(7) CL 20.1 11.8 123.1 13 972 0.5-10.0 A-6(13) CL 17.6 12.3 122.3 14 973 0.6-5.0 A-6(13) CL 16.2 11.7 123.7 15 974 0.6-15.0 A-6(11) CL 16.9 12.0 124.3 16 975 0.4-5.0 A-7-6(16) CL 18.7 12.3 123.0 17 976 2.3-5.0 A-6(12) CL 19.4 12.7 118.9

Borrow Site Report #2 NH-1-200(073)236 Page 2 Dockter Borrow Site (Borrow Site #4) This borrow site was drilled on 10/25/2017. A total of 12 borings were conducted at this location. A summary of the boring data is shown in Table 2. Detailed data is in Appendix C. Table 2 - Summary of Dockter Borrow (Borrow Site #3)

Boring Number

Lab Number

Depth of Sample

AASHTO Class

USCS Class

Average In Place Moisture Content

Optimum Moisture Content T-180

Max Dry Density

feet % % lb/ft3 1 1070 0.6–10.0 A-7-6(18) CL 18.7 12.8 118.8 2 1071 0.8-5.0 A-6(12) CL 17.2 11.6 124.4 3 1072 0.8-5.0 A-6(7) CL 18.7 10.5 126.0 4 1073 0.8-5.0 A-2-4(0) SM 6.9 8.5 132.4 5 1074 0.7-5.0 A-6(1) SC 11.1 10.8 126.0 6 1075 0.7-5.0 A-7-6(15) CL 17.9 13.0 119.8 7 1076 0.7-10.0 A-7-6(14) CL 24.1 13.1 119.2 8 1077 0.4-15.0 A-6(9) CL 18.5 12.2 123.9 9 1078 0.4-15.0 A-7-6(11) CL 17.2 11.9 125.2 10 1079 0.3-5.0 A-6(11) CL 18.3 11.5 123.1 11 1080 0.7-5.0 A-7-6(31) CH 22.6 14.6 114.1 12 1081 0.7-5.0 A-6(2) SC 12.7 11.5 123.4

Summary and Recommendations

Krein Borrow Site (Borrow Site #1) Recommendation A majority of the soils encountered in the Krein Borrow Site were lean clays with sand that classified as A-6 or A-7-6 soils with low to marginal swell potential and low group index on average. The soils generally have a moisture content 6-10% over optimum. The soils appear to be fairly uniform throughout the borrow pit. The material in this borrow site will perform adequately as subgrade material. Dockter Borrow Site (Borrow Site #4) Recommendation A majority of the soils encountered in Dockter Borrow Site were sandy lean clay classified as A-6 or A-7-6 soils with low to marginal swell potential and low group index on average with the exception of two locations. Boring number 4 encountered granular soils that were silty sands with gravel classified as A-2-4 which is non-plastic. Another exception is at boring number 11 where fat clay soils were encountered that are classified as A-7-6 with marginal swell potential and a high group index. The soils generally have a moisture content 6-10% over optimum. The soils appear to be fairly uniform throughout the borrow pit. The material in this borrow site will perform adequately as subgrade material.

Borrow Site Report #2 NH-1-200(073)236 Page 3

Moisture and Density Controls Moisture and Density for all borrow material shall be in accordance with AASHTO T-180.

APPENDIX A

Map of Boring Locations

!( !( !( !(

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BRW-9BRW-8

BRW-7 BRW-6 BRW-5

BRW-4BRW-3BRW-2BRW-1

BRW-17BRW-15BRW-14

BRW-13 BRW-12 BRW-11

BRW-10

3

10

238

North Dakota state agencies and the ND GIS Hub0 500250 Feet

Ü

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

Minot

Bismarck

Devils Lake

Valley CityDickinson

Grand Forks

Williston

Fargo

Fargo

Krein Borrow SiteProject: NH-1-200(073)36PCN: 21508Location: SW 1/4, SE1/4 Sec3, T.146N, R.75W

Legend!( Boring Locations

Reference Points

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

!(

BRW-9BRW-8

BRW-7

BRW-6

BRW-5

BRW-4

BRW-3

BRW-2

BRW-1

BRW-12

BRW-11

BRW-10

20 21

29 28

251

North Dakota state agencies and the ND GIS Hub0 500250 Feet

Ü

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Minot

Bismarck

Devils Lake

Valley City Fargo

Grand Forks

Dickinson

Williston

Williston

Dockter Borrow SiteProject: NH-1-200(073)36PCN: 21508Location: SE, SE Sec20, T.146N, R.73W

Legend!( Boring Locations

Reference Points

APPENDIX B

Summary and Lab Results For Krein Borrow Site

(Borrow Site #1)

BRW - 1 1.0 24 16 8 25 38 A-4 (0) SC 26.0

BRW - 1 2.0 18.2

BRW - 1 3.0 18.5

BRW - 1 4.0 17.1

BRW - 1 5.0 17.6

BRW - 2 1.0 44 17 27 25 73 A-7-6 (18) CL 18.3

BRW - 2 2.0 4.8

BRW - 2 3.0 5.4

BRW - 2 4.0 6.5

BRW - 2 5.0 13.7

BRW - 2 6.0 9.4

BRW - 2 7.0 NP NP NP 25 19 A-1-b (0) SM 19.4

BRW - 2 8.0 58.3

BRW - 2 9.0 7.0

BRW - 2 10.0 27.8

BRW - 2 11.0 17.6

BRW - 2 12.0 10.8

BRW - 2 13.0 8.1

BRW - 2 14.0 8.9

BRW - 2 15.0 7.3

BRW - 3 1.0 42 16 26 25 70 A-7-6 (16) CL 18.4

BRW - 3 2.0 15.9

BRW - 3 3.0 19.2

BRW - 3 4.0 18.2

BRW - 3 5.0 19.3

BRW - 3 6.0 16.2

BRW - 3 7.0 18.9

BRW - 3 8.0 17.5

BRW - 3 9.0 16.2

BRW - 3 10.0 16.3

BRW - 4 1.0 38 17 21 25 71 A-6 (13) CL 18.5

BRW - 4 2.0 12.8

BRW - 4 3.0 18.3

BRW - 4 4.0 19.9

BRW - 4 5.0 17.2

BRW - 4 6.0 19.5

BRW - 4 7.0 19.5

BRW - 4 8.0 21.6

BRW - 4 9.0 20.2

BRW - 4 10.0 19.5

BRW - 5 1.0 42 17 25 9.5 75 A-7-6 (17) CL 24.6

BRW - 5 2.0 19.7

BRW - 5 3.0 27.0

SUMMARY OF LABORATORY RESULTSPAGE 1 OF 5

USCSClass-

ification

Satur-ation(%)

VoidRatio

WaterContent

(%)

DryDensity

(pcf)

PlasticLimit

PlasticityIndex

MaximumSize(mm)

%<#200Sieve

LiquidLimit

AASHTOClassificationBorehole Depth

PROJECT NUMBER NH-1-200(073)236 Krein Pit

PCN 21508

LOCATION Sheridan County

LAB

SU

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Y -

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T 2

0171

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H-1

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J

NORTH DAKOTA DEPARTMENT OF TRANSPORATION300 AIRPORT ROADBISMARCK, ND 58504

BRW - 5 4.0 27.2

BRW - 5 5.0 26.9

BRW - 5 6.0 18.9

BRW - 5 7.0 19.2

BRW - 5 8.0 18.2

BRW - 5 9.0 16.7

BRW - 5 10.0 17.2

BRW - 6 1.0 41 17 24 9.5 74 A-7-6 (16) CL 24.6

BRW - 6 2.0 12.1

BRW - 6 3.0 5.5

BRW - 6 4.0 19.0

BRW - 6 5.0 17.8

BRW - 7 1.0 46 19 27 25 72 A-7-6 (18) CL 19.8

BRW - 7 2.0 16.7

BRW - 7 3.0 17.6

BRW - 7 4.0 11.7

BRW - 7 5.0 19.0

BRW - 7 6.0 20.2

BRW - 7 7.0 20.4

BRW - 7 8.0 21.8

BRW - 7 9.0 22.5

BRW - 7 10.0 21.5

BRW - 7 11.0 23.6

BRW - 7 12.0 23.0

BRW - 7 13.0 23.7

BRW - 7 14.0 24.6

BRW - 7 15.0 23.8

BRW - 8 1.0 43 18 25 9.5 73 A-7-6 (17) CL 21.2

BRW - 8 2.0 13.2

BRW - 8 3.0 20.9

BRW - 8 4.0 18.2

BRW - 8 5.0 17.4

BRW - 8 6.0 18.6

BRW - 8 7.0 18.9

BRW - 8 8.0 19.2

BRW - 8 9.0 16.9

BRW - 8 10.0 17.8

BRW - 8 11.0 17.8

BRW - 8 12.0 18.3

BRW - 8 13.0 18.4

BRW - 8 14.0 21.4

BRW - 8 15.0 32.5

BRW - 9 1.0 42 16 26 9.5 75 A-7-6 (18) CL 14.2


USCSClass-

ification

Satur-ation(%)

VoidRatio

WaterContent

(%)

DryDensity

(pcf)

PlasticLimit

PlasticityIndex

MaximumSize(mm)

%<#200Sieve

LiquidLimit



PCN 21508


LAB

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BRW - 9 2.0 13.7

BRW - 9 3.0 17.3

BRW - 9 4.0 17.1

BRW - 9 5.0 28.1

BRW - 9 6.0 19.6

BRW - 9 7.0 17.0

BRW - 9 8.0 27.4

BRW - 9 9.0 17.2

BRW - 9 10.0 18.4

BRW - 9 11.0 17.7

BRW - 9 12.0 31 20 11 9.5 94 A-6 (10) CL 17.9

BRW - 9 13.0 26.1

BRW - 9 14.0 24.5

BRW - 9 15.0 17.1

BRW - 10 1.0 40 16 24 9.5 71 A-6 (15) CL 22.2

BRW - 10 2.0 12.3

BRW - 10 3.0 14.9

BRW - 10 4.0 18.5

BRW - 10 5.0 16.6

BRW - 10 6.0 16.9

BRW - 10 7.0 17.1

BRW - 10 8.0 17.4

BRW - 10 9.0 22.1

BRW - 10 10.0 17.2

BRW - 11 1.0 34 17 17 9.5 74 A-6 (11) CL 17.5

BRW - 11 2.0 10.4

BRW - 11 3.0 16.3

BRW - 11 4.0 18.9

BRW - 11 5.0 16.3

BRW - 11 6.0 14.9

BRW - 11 7.0 16.8

BRW - 11 8.0 17.1

BRW - 11 9.0 19.1

BRW - 11 10.0 14.2

BRW - 11 11.0 15.4

BRW - 11 12.0 10.0

BRW - 11 13.0 7.6

BRW - 11 14.0 16.2

BRW - 11 15.0 17.1

BRW - 11 16.0 21.9

BRW - 11 17.0 31.1

BRW - 11 18.0 13.4

BRW - 11 19.0 13.8


USCSClass-

ification

Satur-ation(%)

VoidRatio

WaterContent

(%)

DryDensity

(pcf)

PlasticLimit

PlasticityIndex

MaximumSize(mm)

%<#200Sieve

LiquidLimit



PCN 21508


LAB

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BRW - 11 20.0 14.6

BRW - 12 1.0 37 16 21 25 68 A-6 (12) CL 16.5

BRW - 12 2.0 11.3

BRW - 12 3.0 13.6

BRW - 12 4.0 15.5

BRW - 12 5.0 15.3

BRW - 12 6.0 17.7

BRW - 12 7.0 16.9

BRW - 12 8.0 19.5

BRW - 12 9.0 17.3

BRW - 12 10.0 15.0

BRW - 12 11.0 17.1

BRW - 12 12.0 28 17 11 9.5 79 A-6 (7) CL 17.9

BRW - 12 13.0 19.1

BRW - 12 14.0 26.6

BRW - 12 15.0 14.5

BRW - 13 1.0 37 16 21 9.5 71 A-6 (13) CL 17.5

BRW - 13 2.0 13.7

BRW - 13 3.0 15.6

BRW - 13 4.0 19.7

BRW - 13 5.0 20.4

BRW - 13 6.0 21.1

BRW - 13 7.0 17.4

BRW - 13 8.0 16.5

BRW - 13 9.0 16.4

BRW - 13 10.0 17.4

BRW - 14 1.0 38 17 21 9.5 71 A-6 (13) CL 17.5

BRW - 14 2.0 12.1

BRW - 14 3.0 11.2

BRW - 14 4.0 15.8

BRW - 14 5.0 24.3

BRW - 15 1.0 37 16 21 25 66 A-6 (11) CL 18.2

BRW - 15 2.0 12.5

BRW - 15 3.0 10.1

BRW - 15 4.0 14.4

BRW - 15 5.0 21.4

BRW - 15 6.0 18.7

BRW - 15 7.0 19.0

BRW - 15 8.0 19.0

BRW - 15 9.0 18.5

BRW - 15 10.0 19.5

BRW - 15 11.0 17.9

BRW - 15 12.0 19.6


USCSClass-

ification

Satur-ation(%)

VoidRatio

WaterContent

(%)

DryDensity

(pcf)

PlasticLimit

PlasticityIndex

MaximumSize(mm)

%<#200Sieve

LiquidLimit



PCN 21508


LAB

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BRW - 15 13.0 9.7

BRW - 15 14.0 18.1

BRW - 15 15.0 16.4

BRW - 16 1.0 41 16 25 9.5 72 A-7-6 (16) CL 22.3

BRW - 16 2.0 17.3

BRW - 16 3.0 17.6

BRW - 16 4.0 17.4

BRW - 16 5.0 18.6

BRW - 17 1.0 38 18 20 9.5 69 A-6 (12) CL 25.3

BRW - 17 2.0 19.6

BRW - 17 3.0 12.2

BRW - 17 4.0 16.2

BRW - 17 5.0 23.6


USCSClass-

ification

Satur-ation(%)

VoidRatio

WaterContent

(%)

DryDensity

(pcf)

PlasticLimit

PlasticityIndex

MaximumSize(mm)

%<#200Sieve

LiquidLimit



PCN 21508


LAB

SU

MM

AR

Y -

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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

25

25

25

25

AASHTO Classification

SC

CL

SM

CL

CL

16

17

NP

16

17

0.255

0.025

2.471

0.033

0.035

BOREHOLE DEPTH

BOREHOLE DEPTH

D30

0.029

0.151

D10

0.007

%Clay

15.0

41.4

8.1

38.4

33.4

%Gravel

10.3

1.9

34.4

1.9

1.3

%Sand

51.4

25.5

46.3

28.3

27.9

%Silt

23.3

31.2

11.2

31.4

37.4

24

44

NP

42

38

CuLL PL

336.651.25

8

27

NP

26

21

GRAIN SIZE DISTRIBUTION

COBBLESGRAVEL SAND

GRAIN SIZE IN MILLIMETERS

coarse fine

BRW - 1

BRW - 2

BRW - 2

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 - 2

BRW - 3

BRW - 4

3 100

24 16 30

1 2006 10

1.0

1.0

7.0

1.0

1.0

1.0

1.0

7.0

1.0

1.0

A-4 (0)

A-7-6 (18)

A-1-b (0)

A-7-6 (16)

A-6 (13)


PCN 21508


GR

AIN

SIZ

E -

ND

DO

T 2

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65

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0.0010.010.1110100

PI Cc

501/2HYDROMETER

USCS Classification

D60


D100

9.5

9.5

25

9.5

9.5


CL

CL

CL

CL

CL

17

17

19

18

16

0.023

0.025

0.03

0.025

0.023

BOREHOLE DEPTH

BOREHOLE DEPTH

D30 D10 %Clay

41.0

40.4

38.5

41.5

42.1

%Gravel

0.4

0.4

2.3

0.9

1.0

%Sand

24.5

26.0

26.1

26.0

24.5

%Silt

34.1

33.2

33.1

31.6

32.4

42

41

46

43

42

CuLL PL

25

24

27

25

26


COBBLESGRAVEL SAND


coarse fine

BRW - 5

BRW - 6

BRW - 7

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 - 5

BRW - 6

BRW - 7

BRW - 8

BRW - 9

3 100

24 16 30

1 2006 10

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

A-7-6 (17)

A-7-6 (16)

A-7-6 (18)

A-7-6 (17)

A-7-6 (18)


PCN 21508


GR

AIN

SIZ

E -

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0

5

10

15

20

25

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45

50

55

60

65

70

75

80

85

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100

0.0010.010.1110100

PI Cc

501/2HYDROMETER

USCS Classification

D60


D100

9.5

9.5

9.5

25

9.5


CL

CL

CL

CL

CL

20

16

17

16

17

0.02

0.031

0.033

0.041

0.029

BOREHOLE DEPTH

BOREHOLE DEPTH

D30

0.006

0.005

0.006

D10 %Clay

27.8

37.5

30.4

33.8

27.9

%Gravel

0.1

0.4

0.6

1.2

0.1

%Sand

6.0

28.5

25.5

31.1

21.3

%Silt

66.2

33.7

43.4

33.9

50.7

31

40

34

37

28

CuLL PL

11

24

17

21

11


COBBLESGRAVEL SAND


coarse fine

BRW - 9

BRW - 10

BRW - 11

BRW - 12

BRW - 12

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 - 9

BRW - 10

BRW - 11

BRW - 12

BRW - 12

3 100

24 16 30

1 2006 10

12.0

1.0

1.0

1.0

12.0

12.0

1.0

1.0

1.0

12.0

A-6 (10)

A-6 (15)

A-6 (11)

A-6 (12)

A-6 (7)


PCN 21508


GR

AIN

SIZ

E -

ND

DO

T 2

0171

019.

GD

T -

11/

15/1

7 1

3:12

- F

:\LA

B\P

RO

JEC

TS

\GIN

T\N

H-1

-200

(073

)236

#3.

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

9.5

25

9.5

9.5


CL

CL

CL

CL

CL

16

17

16

16

18

0.036

0.032

0.045

0.027

0.034

BOREHOLE DEPTH

BOREHOLE DEPTH

D30 D10 %Clay

32.2

37.4

33.3

40.4

38.0

%Gravel

0.5

0.6

2.6

0.4

0.5

%Sand

28.6

28.5

31.0

28.0

30.0

%Silt

38.7

33.5

33.1

31.2

31.5

37

38

37

41

38

CuLL PL

21

21

21

25

20


COBBLESGRAVEL SAND


coarse fine

BRW - 13

BRW - 14

BRW - 15

BRW - 16

BRW - 17

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 - 13

BRW - 14

BRW - 15

BRW - 16

BRW - 17

3 100

24 16 30

1 2006 10

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

A-6 (13)

A-6 (13)

A-6 (11)

A-7-6 (16)

A-6 (12)


PCN 21508


GR

AIN

SIZ

E -

ND

DO

T 2

0171

019.

GD

T -

11/

15/1

7 1

3:12

- F

:\LA

B\P

RO

JEC

TS

\GIN

T\N

H-1

-200

(073

)236

#3.

GP

J


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,

pcf

WATER CONTENT, %

BRW - 1

BRW - 2

BRW - 2

BRW - 3

BRW - 4

BRW - 5

BOREHOLE DEPTH

BRW - 1

BRW - 2

BRW - 2

BRW - 3

BRW - 4

BRW - 5

BOREHOLE DEPTH

24

44

NP

42

38

42

16

17

NP

16

17

17

8

27

NP

26

21

25

130.1 PCF

121.6 PCF

133.3 PCF

123.5 PCF

123.0 PCF

119.4 PCF

9.0 %

12.5 %

8.0 %

11.9 %

11.8 %

11.9 %

AASHTO Classification USCS Description

CLAYEY SAND(SC)

LEAN CLAY with SAND(CL)

SILTY SAND with GRAVEL(SM)

SANDY LEAN CLAY(CL)



1.0

1.0

7.0

1.0

1.0

1.0

PILL PL Optimum WC

MOISTURE-DENSITY RELATIONSHIP

A-4 (0)

A-7-6 (18)

A-1-b (0)

A-7-6 (16)

A-6 (13)

A-7-6 (17)

Max DD

1.0

1.0

7.0

1.0

1.0

1.0


PCN 21508


CO

MP

AC

TIO

N (

MU

LTIP

LE C

UR

VE

S)

- N

D D

OT

201

7101

9.G

DT

- 1

1/15

/17

13:

13 -

F:\L

AB

\PR

OJE

CT

S\G

INT

\NH

-1-2

00(0

73)2

36 #

3.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,

pcf

WATER CONTENT, %

BRW - 6

BRW - 7

BRW - 8

BOREHOLE DEPTH

BRW - 6

BRW - 7

BRW - 8

BOREHOLE DEPTH

41

46

43

17

19

18

24

27

25

122.1 PCF

117.6 PCF

120.5 PCF

11.9 %

13.7 %

12.4 %





1.0

1.0

1.0

PILL PL Optimum WC


A-7-6 (16)

A-7-6 (18)

A-7-6 (17)

Max DD

1.0

1.0

1.0


PCN 21508


CO

MP

AC

TIO

N (

MU

LTIP

LE C

UR

VE

S)

- N

D D

OT

201

7101

9.G

DT

- 1

1/15

/17

13:

14 -

F:\L

AB

\PR

OJE

CT

S\G

INT

\NH

-1-2

00(0

73)2

36 #

3.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,

pcf

WATER CONTENT, %

BRW - 9

BRW - 9

BRW - 10

BOREHOLE DEPTH

BRW - 9

BRW - 9

BRW - 10

BOREHOLE DEPTH

42

31

40

16

20

16

26

11

24

121.3 PCF

120.8 PCF

120.7 PCF

12.0 %

12.5 %

12.7 %



LEAN CLAY(CL)


1.0

12.0

1.0

PILL PL Optimum WC


A-7-6 (18)

A-6 (10)

A-6 (15)

Max DD

1.0

12.0

1.0


PCN 21508


CO

MP

AC

TIO

N (

MU

LTIP

LE C

UR

VE

S)

- N

D D

OT

201

7101

9.G

DT

- 1

1/15

/17

13:

14 -

F:\L

AB

\PR

OJE

CT

S\G

INT

\NH

-1-2

00(0

73)2

36 #

3.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,

pcf

WATER CONTENT, %

BRW - 11

BRW - 12

BRW - 12

BOREHOLE DEPTH

BRW - 11

BRW - 12

BRW - 12

BOREHOLE DEPTH

34

37

28

17

16

17

17

21

11

123.5 PCF

124.0 PCF

123.1 PCF

11.3 %

11.4 %

11.8 %



SANDY LEAN CLAY(CL)


1.0

1.0

12.0

PILL PL Optimum WC


A-6 (11)

A-6 (12)

A-6 (7)

Max DD

1.0

1.0

12.0


PCN 21508


CO

MP

AC

TIO

N (

MU

LTIP

LE C

UR

VE

S)

- N

D D

OT

201

7101

9.G

DT

- 1

1/15

/17

13:

14 -

F:\L

AB

\PR

OJE

CT

S\G

INT

\NH

-1-2

00(0

73)2

36 #

3.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,

pcf

WATER CONTENT, %

BRW - 13

BRW - 14

BRW - 15

BOREHOLE DEPTH

BRW - 13

BRW - 14

BRW - 15

BOREHOLE DEPTH

37

38

37

16

17

16

21

21

21

122.3 PCF

123.7 PCF

124.3 PCF

12.3 %

11.7 %

12.0 %




SANDY LEAN CLAY(CL)

1.0

1.0

1.0

PILL PL Optimum WC


A-6 (13)

A-6 (13)

A-6 (11)

Max DD

1.0

1.0

1.0


PCN 21508


CO

MP

AC

TIO

N (

MU

LTIP

LE C

UR

VE

S)

- N

D D

OT

201

7101

9.G

DT

- 1

1/15

/17

13:

14 -

F:\L

AB

\PR

OJE

CT

S\G

INT

\NH

-1-2

00(0

73)2

36 #

3.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,

pcf

WATER CONTENT, %

BRW - 16

BRW - 17

BOREHOLE DEPTH

BRW - 16

BRW - 17

BOREHOLE DEPTH

41

38

16

18

25

20

123.0 PCF

118.9 PCF

12.3 %

12.7 %



SANDY LEAN CLAY(CL)

1.0

1.0

PILL PL Optimum WC


A-7-6 (16)

A-6 (12)

Max DD

1.0

1.0


PCN 21508


CO

MP

AC

TIO

N (

MU

LTIP

LE C

UR

VE

S)

- N

D D

OT

201

7101

9.G

DT

- 1

1/15

/17

13:

15 -

F:\L

AB

\PR

OJE

CT

S\G

INT

\NH

-1-2

00(0

73)2

36 #

3.G

PJ


APPENDIX C

Summary and Lab Results For Dockter Borrow Site (Borrow Site #4)

BRW - 1 1.0 46 18 28 9.5 70 A-7-6 (18) CL 13.6

BRW - 1 2.0 15.9

BRW - 1 3.0 18.2

BRW - 1 4.0 19.2

BRW - 1 5.0 19.5

BRW - 1 6.0 21.1

BRW - 1 7.0 20.9

BRW - 1 8.0 20.4

BRW - 1 9.0 19.5

BRW - 1 10.0 18.9

BRW - 2 1.0 40 17 23 25 64 A-6 (12) CL 22.9

BRW - 2 2.0 21.2

BRW - 2 3.0 19.3

BRW - 2 4.0 9.6

BRW - 2 5.0 12.8

BRW - 3 1.0 37 16 21 25 50 A-6 (7) CL 20.5

BRW - 3 2.0 13.0

BRW - 3 3.0 18.5

BRW - 3 4.0 23.0

BRW - 3 5.0 18.7

BRW - 4 1.0 NP NP NP 25 29 A-2-4 (0) SM 6.4

BRW - 4 2.0 6.5

BRW - 4 3.0 6.6

BRW - 4 4.0 7.3

BRW - 4 5.0 7.7

BRW - 5 1.0 27 16 11 25 39 A-6 (1) SC 9.7

BRW - 5 2.0 8.1

BRW - 5 3.0 7.4

BRW - 5 4.0 14.5

BRW - 5 5.0 16.0

BRW - 6 1.0 43 18 25 25 67 A-7-6 (15) CL 9.5

BRW - 6 2.0 14.2

BRW - 6 3.0 19.7

BRW - 6 4.0 22.6

BRW - 6 5.0 23.2

BRW - 7 1.0 45 19 26 25 64 A-7-6 (14) CL 17.7

BRW - 7 2.0 62.8

BRW - 7 3.0 18.6

BRW - 7 4.0 18.6

BRW - 7 5.0 19.2

BRW - 7 6.0 20.0

BRW - 7 7.0 12.6

BRW - 7 8.0 21.3


USCSClass-

ification

Satur-ation(%)

VoidRatio

WaterContent

(%)

DryDensity

(pcf)

PlasticLimit

PlasticityIndex

MaximumSize(mm)

%<#200Sieve

LiquidLimit


PROJECT NUMBER NH-1-200(073)236 Dockter Pit

PCN 21508

LOCATION Wells County

LAB

SU

MM

AR

Y -

ND

DO

T 2

0171

019

.GD

T -

11/

15/1

7 13

:17

- F

:\LA

B\P

RO

JEC

TS

\GIN

T\N

H-1

-200

(073

)236

#4.

GP

J


BRW - 7 9.0 22.2

BRW - 7 10.0 23.5

BRW - 8 1.0 37 17 20 25 60 A-6 (9) CL 22.0

BRW - 8 2.0 19.3

BRW - 8 3.0 18.8

BRW - 8 4.0 13.0

BRW - 8 5.0 16.4

BRW - 8 6.0 15.5

BRW - 8 7.0 13.9

BRW - 8 8.0 17.0

BRW - 8 9.0 21.5

BRW - 8 10.0 16.9

BRW - 8 11.0 20.4

BRW - 8 12.0 20.0

BRW - 8 13.0 19.3

BRW - 8 14.0 21.3

BRW - 8 15.0 22.0

BRW - 9 1.0 41 16 25 25 58 A-7-6 (11) CL 15.1

BRW - 9 2.0 14.0

BRW - 9 3.0 14.4

BRW - 9 4.0 14.4

BRW - 9 5.0 15.5

BRW - 9 6.0 10.9

BRW - 9 7.0 24.6

BRW - 9 8.0 22.1

BRW - 9 9.0 19.4

BRW - 9 10.0 18.5

BRW - 9 11.0 18.7

BRW - 9 12.0 17.2

BRW - 9 13.0 15.8

BRW - 9 14.0 18.6

BRW - 9 15.0 18.0

BRW - 10 1.0 37 17 20 9.5 65 A-6 (11) CL 18.8

BRW - 10 2.0 20.2

BRW - 10 3.0 18.4

BRW - 10 4.0 17.7

BRW - 10 5.0 16.3

BRW - 11 1.0 52 21 31 9.5 91 A-7-6 (31) CH 20.0

BRW - 11 2.0 19.8

BRW - 11 3.0 22.4

BRW - 11 4.0 25.6

BRW - 11 5.0 25.0

BRW - 12 1.0 33 20 13 25 44 A-6 (2) SC 17.3


USCSClass-

ification

Satur-ation(%)

VoidRatio

WaterContent

(%)

DryDensity

(pcf)

PlasticLimit

PlasticityIndex

MaximumSize(mm)

%<#200Sieve

LiquidLimit



PCN 21508


LAB

SU

MM

AR

Y -

ND

DO

T 2

0171

019

.GD

T -

11/

15/1

7 13

:17

- F

:\LA

B\P

RO

JEC

TS

\GIN

T\N

H-1

-200

(073

)236

#4.

GP

J


BRW - 12 2.0 12.8

BRW - 12 3.0 12.3

BRW - 12 4.0 10.5

BRW - 12 5.0 10.5


USCSClass-

ification

Satur-ation(%)

VoidRatio

WaterContent

(%)

DryDensity

(pcf)

PlasticLimit

PlasticityIndex

MaximumSize(mm)

%<#200Sieve

LiquidLimit



PCN 21508


LAB

SU

MM

AR

Y -

ND

DO

T 2

0171

019

.GD

T -

11/

15/1

7 13

:17

- F

:\LA

B\P

RO

JEC

TS

\GIN

T\N

H-1

-200

(073

)236

#4.

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

CL

CL

SM

SC

18

17

16

NP

16

0.032

0.052

0.157

0.629

0.193

BOREHOLE DEPTH

BOREHOLE DEPTH

D30

0.009

0.079

0.025

D10 %Clay

38.0

35.2

24.6

13.3

17.0

%Gravel

0.4

2.1

10.5

22.0

7.7

%Sand

29.7

34.2

39.0

48.8

53.5

%Silt

31.9

28.5

25.9

15.9

21.8

46

40

37

NP

27

CuLL PL

28

23

21

NP

11


COBBLESGRAVEL SAND


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

3 100

24 16 30

1 2006 10

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

A-7-6 (18)

A-6 (12)

A-6 (7)

A-2-4 (0)

A-6 (1)


PCN 21508


GR

AIN

SIZ

E -

ND

DO

T 2

0171

019.

GD

T -

11/

15/1

7 1

3:18

- F

:\LA

B\P

RO

JEC

TS

\GIN

T\N

H-1

-200

(073

)236

#4.

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

25

25

25

25

9.5


CL

CL

CL

CL

CL

18

19

17

16

17

0.041

0.055

0.076

0.09

0.05

BOREHOLE DEPTH

BOREHOLE DEPTH

D30

0.005

0.006

0.004

D10 %Clay

34.7

32.9

29.4

28.4

31.4

%Gravel

2.0

1.7

3.2

11.0

0.5

%Sand

30.8

34.6

37.0

31.1

34.3

%Silt

32.5

30.8

30.4

29.4

33.8

43

45

37

41

37

CuLL PL

25

26

20

25

20


COBBLESGRAVEL SAND


coarse fine

BRW - 6

BRW - 7

BRW - 8

BRW - 9

BRW - 10

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

BRW - 9

BRW - 10

3 100

24 16 30

1 2006 10

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

A-7-6 (15)

A-7-6 (14)

A-6 (9)

A-7-6 (11)

A-6 (11)


PCN 21508


GR

AIN

SIZ

E -

ND

DO

T 2

0171

019.

GD

T -

11/

15/1

7 1

3:18

- F

:\LA

B\P

RO

JEC

TS

\GIN

T\N

H-1

-200

(073

)236

#4.

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


CH

SC

21

20

0.009

0.222

BOREHOLE DEPTH

BOREHOLE DEPTH

D30

0.013

D10 %Clay

50.8

22.3

%Gravel

0.2

10.4

%Sand

8.3

45.7

%Silt

40.6

21.6

52

33

CuLL PL

31

13


COBBLESGRAVEL SAND


coarse fine

BRW - 11

BRW - 12

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 - 11

BRW - 12

3 100

24 16 30

1 2006 10

1.0

1.0

1.0

1.0

A-7-6 (31)

A-6 (2)


PCN 21508


GR

AIN

SIZ

E -

ND

DO

T 2

0171

019.

GD

T -

11/

15/1

7 1

3:18

- F

:\LA

B\P

RO

JEC

TS

\GIN

T\N

H-1

-200

(073

)236

#4.

GP

J


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,

pcf

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

46

40

37

NP

27

43

18

17

16

NP

16

18

28

23

21

NP

11

25

118.8 PCF

124.4 PCF

126.0 PCF

132.4 PCF

126.0 PCF

119.8 PCF

12.8 %

11.6 %

10.5 %

8.5 %

10.8 %

13.0 %


SANDY LEAN CLAY(CL)

SANDY LEAN CLAY(CL)

SANDY LEAN CLAY(CL)

SILTY SAND with GRAVEL(SM)

CLAYEY SAND(SC)

SANDY LEAN CLAY(CL)

1.0

1.0

1.0

1.0

1.0

1.0

PILL PL Optimum WC


A-7-6 (18)

A-6 (12)

A-6 (7)

A-2-4 (0)

A-6 (1)

A-7-6 (15)

Max DD

1.0

1.0

1.0

1.0

1.0

1.0


PCN 21508


CO

MP

AC

TIO

N (

MU

LTIP

LE C

UR

VE

S)

- N

D D

OT

201

7101

9.G

DT

- 1

1/15

/17

13:

18 -

F:\L

AB

\PR

OJE

CT

S\G

INT

\NH

-1-2

00(0

73)2

36 #

4.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,

pcf

WATER CONTENT, %

BRW - 7

BRW - 8

BRW - 9

BRW - 10

BRW - 11

BRW - 12

BOREHOLE DEPTH

BRW - 7

BRW - 8

BRW - 9

BRW - 10

BRW - 11

BRW - 12

BOREHOLE DEPTH

45

37

41

37

52

33

19

17

16

17

21

20

26

20

25

20

31

13

119.2 PCF

123.9 PCF

125.2 PCF

123.1 PCF

114.1 PCF

123.4 PCF

13.1 %

12.2 %

11.9 %

11.5 %

14.6 %

11.5 %


SANDY LEAN CLAY(CL)

SANDY LEAN CLAY(CL)

SANDY LEAN CLAY(CL)

SANDY LEAN CLAY(CL)

FAT CLAY(CH)

CLAYEY SAND(SC)

1.0

1.0

1.0

1.0

1.0

1.0

PILL PL Optimum WC


A-7-6 (14)

A-6 (9)

A-7-6 (11)

A-6 (11)

A-7-6 (31)

A-6 (2)

Max DD

1.0

1.0

1.0

1.0

1.0

1.0


PCN 21508


CO

MP

AC

TIO

N (

MU

LTIP

LE C

UR

VE

S)

- N

D D

OT

201

7101

9.G

DT

- 1

1/15

/17

13:

18 -

F:\L

AB

\PR

OJE

CT

S\G

INT

\NH

-1-2

00(0

73)2

36 #

4.G

PJ


APPENDIX D

NDDOT Material Source Certificate of Approvals

Text40:

2020

146 753

County: Sheridan

Conditions:

S. T. N, R WSW1/4SE1/4

NDDOT Material Source Certificate of ApprovalExpires December 31st

Pit Name: Krein

SH-1060

This location is approved for use, provided all avoidance areas shown on the map are avoided and all Conditions listed above and below are complied with.

NDDOT advises that all applicants (contractors or their representatives) may be subject to meeting certain legal responsibilities pursuant to one or more of the following authorities administered by the USFWS: Migratory Bird Treaty Act (MBTA) (16 U.S.C. 703 et seq.); Endangered Species Act (ESA) (16 U.S.C. 1531 et seq.); and Bald and Golden Eagle Protection Act (BGEPA) (16 U.S.C. 668‐668d, 54 Stat. 250). It is the responsibility of the applicants and/or any individual conducting activities at any approved site to fulfill the requirements of these Acts. The contractor will be responsible obtaining all applicable permits outlined in Section 107 of the Standard Specifications for Road and Bridge Construction (SSRBC). Additionally, contractor will be responsible for any impacts to wetlands, including permitting those impacts and mitigating the loss of the wetlands. As with all projects, if cultural artifacts and/or features (e.g., stone tools, fire hearths, stone circles, burials) are encountered, provisions outlined in Section 107.06 of SSRBC shall be followed.

This approval does not imply landowner permission to acquire material at this location. An agreement with the landowner is still necessary. If you have any questions regarding material sources please email [email protected]

Text40:

2020

146 7320

County: Wells

Conditions:

S. T. N, R WSESE

NDDOT Material Source Certificate of ApprovalExpires December 31st

Pit Name: Dockter

WE-1033

This location is approved for use, provided all avoidance areas shown on the map are avoided and all Conditions listed above and below are complied with.

NDDOT advises that all applicants (contractors or their representatives) may be subject to meeting certain legal responsibilities pursuant to one or more of the following authorities administered by the USFWS: Migratory Bird Treaty Act (MBTA) (16 U.S.C. 703 et seq.); Endangered Species Act (ESA) (16 U.S.C. 1531 et seq.); and Bald and Golden Eagle Protection Act (BGEPA) (16 U.S.C. 668‐668d, 54 Stat. 250). It is the responsibility of the applicants and/or any individual conducting activities at any approved site to fulfill the requirements of these Acts. The contractor will be responsible obtaining all applicable permits outlined in Section 107 of the Standard Specifications for Road and Bridge Construction (SSRBC). Additionally, contractor will be responsible for any impacts to wetlands, including permitting those impacts and mitigating the loss of the wetlands. As with all projects, if cultural artifacts and/or features (e.g., stone tools, fire hearths, stone circles, burials) are encountered, provisions outlined in Section 107.06 of SSRBC shall be followed.

This approval does not imply landowner permission to acquire material at this location. An agreement with the landowner is still necessary. If you have any questions regarding material sources please email [email protected]

Borrow Site Report #2

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