project management team – div 7, 9 & 10 421 fayetteville ......project management team – div...

July 19, 2019

Memorandum To: Gene TarascioProject Management Team – Div 7, 9 & 10NCDOT Project Management Unit

From: Tim Padgett, PEKimley-Horn and Associates, Inc.

Subject: Traffic Forecast Update for I-3306A (I-40 widening) in Durham andOrange Counties

This forecast has been reviewed and approved for delivery by the NCDOT Transportation PlanningDivision as of July 18, 2019.

Please find attached the 2019 traffic estimates and 2045 traffic forecasts for I-3306A in Durhamand Orange Counties. The project studies the widening of I-40 from I-85 to US 15-501. Thefollowing scenarios are provided:

· Base Year 2019 No-Build· Base Year 2019 Build 1 – widening to 6 lanes· Base Year 2019 Build 2 – widening to 8 lanes· Future Year 2045 No-Build· Future Year 2045 Build 1 – widening to 6 lanes· Future Year 2045 Build 2 – widening to 8 lanes

David Keilson and Julie Bogle of NCDOT were contacted during the development of this forecastalong with Keith Dixon.

Certain assumptions were made in the development of the forecast:

Fiscal Constraint. Within the Metropolitan Planning Organization (MPO) area, future forecastsare based on projects included in the Financial Plan for the 2045 Durham – Chapel Hill –Carrboro Metropolitan Planning Organization (DCHC MPO) Metropolitan Transportation Plan(MTP). This information, along with the same for the Capital Area Metropolitan PlanningOrganization (CAMPO) is included in the official version of the Triangle Regional Model(TRMv6).

Future Conditions and Development Activity. The forecast was developed using output fromthe Triangle Regional Model (TRMv6). Assumptions about future development activity andchanges in the distribution of population and employment in the forecast study area are implicit inthe model.

Forecast Methodology. Base year 2019 estimates and Horizon Year 2045 forecasts provided inthe attached forecast were developed using a method under which observed traffic data as well as2013 and 2045 model output were considered.

421 Fayetteville St.Suite 600Raleigh, North Carolina27601

To determine any intermediate years, straight-line interpolation may be used. AADT volumes maybe extrapolated for up to two years immediately following 2045. If it is determined that any ofthese assumptions have become inconsistent with the project and surrounding area activity,please request updated projections at this location.

Cc: Keith Dixon, Transportation Planning DivisionScott Walston, Transportation Planning DivisionDoumit Ishak, Congestion Management SectionClark Morrison, PhD, PE, Pavement Management UnitBrenda Moore, PE, CPM, Roadway Design UnitDavid Keilson, PE, Division Planning EngineerFelix Nwoko, DCHC MPOTraffic Forecasting GIS Support

TEL: 919-677-2000FAX: 919-677-2050

2019

I-3306A

No Build (AM)Without Widening

Orange County andDurham County Division 7

WBS# 47537.1.1

July 17, 2019

I-85 (Exit 163) to NC 54(Exit 273)

EXTENTS

Widening of I-40 in Durham andOrange Counties from I-85

to NC 54

PROJECT

## Vehicles Per Day in 100s

1- Less than 50VPD

( d, t )AM

DDHV

DHV Design Hourly Volume (%) = K30AM AM Peak PeriodD Peak Hour Directional Split (%) Indicates Direction of D(d,t) Dual, TT-STs (%)

Existing RoadwayRoad WideningProposed Roadway

AM

(4,4

)14

55

9

48

3

6

5

1

AM

(2,1

1)

1060

52

0

I-85 ConnectorSR1134

(Dimmocks Mill Rd)

SR 1006(Orange Grove Rd)

40

85SR 1006

(Orange Grove Rd)

SR1134(Dimmocks Mill Rd)

I-85 Connector

AM

(2,1

)8

60

67

32

18

78

6

5

SR 1009(Old NC 86)

SR 1009(Old NC 86)

3

6

39

20

6

SR 1723(New Hope Church

Road)


Road)

5

105

24

126

7

NC 86

SR 1732(Sunrise Road)

84

50

182

132

10

US 15-501 (DurhamChapel Hill Blvd)

40



NC 86

SR 2220 (OldChapel Hill Road)


SR 1109 (FarringtonRoad)


SR 1734(Erwin Road)

SR 1734(Erwin Road)

33

50

26

309

13

NC 54

NC 54

Mat

chlin

eA

Mat

chlin

eA

512 8

3

AM

(2,1

)9

55

15

3

AM

(3,1

)7

75

36

AM

(3,1

)8

60

52

AM

(2,1

)7

55

54

0

AM(2,9) 855

1270AM(2,9) 855

1230AM(2,9) 855

1230AM(2,8) 865

726AM(2,8) 865

726AM(2,7) 765

760AM(2,7) 760

810

AM(2,7) 760

810AM(3,6) 760

850AM(3,6) 760

850AM(2,5) 765

1030AM(2,5) 765

1030AM(2,5) 755

1282

AM

(2,3

)11

55

55

AM

(3,1

)9

55

31

0A

M(3

,1)

855

10

8

AM

(2,1

)7

60

45

6

AM

(2,1

)8

55

50

0A

M(2

,1)

1055

20

0

AM

(5,1

)10

55

11

AM

(3,1

)9

60

45

AM

(3,1

)11

55

29

AM

(2,1

)12

55

66

AM

(2,1

)11

55

99

AM

(2,1

)11

55

90

2019

I-3306A

No Build (PM)Without Widening


WBS# 47537.1.1

July 17, 2019

I-85 (Exit 163) to NC 54(Exit 273)

EXTENTS


to NC 54

PROJECT


1- Less than 50VPD

( d, t )PM

DDHV

DHV Design Hourly Volume (%) = K30PM PM Peak PeriodD Peak Hour Directional Split (%) Indicates Direction of D(d,t) Dual, TT-STs (%)


PM(2,9)8 55

1230

48

3

6

5

1PM

(2,9)8 55

1270PM

(2,9)8 55

1230


(Dimmocks Mill Rd)


40

85SR 1006

(Orange Grove Rd)


I-85 Connector

32

18

78

6

5

SR 1009(Old NC 86)

SR 1009(Old NC 86)

3

6

39

20

6


Road)


Road)

PM(3,6)8 60

850

5

105

24

126

7PM

(2,7)8 60

810PM

(3,6)8 60

850

NC 86


PM(2,5)8 60

1030

84

50

182

132

10


40



NC 86

PM (2,1

)11

55

99



PM(2,5)8 60

1030



SR 1734(Erwin Road)

SR 1734(Erwin Road)

PM(2,5)8 60

1282

33

50

26

309

13

NC 54

NC 54

PM(2,8)8 60

726PM

(2,8)8 60

726PM

(2,7)8 60

760PM

(2,7)8 60

810

Mat

chlin

eA

Mat

chlin

eA

512 8

3

PM (3,1

)9

60

45

PM (3,1

)11

55

29

PM (2,1

)12

55

66

PM (2,1

)11

55

90

PM (5,1

)10

55

11

PM (2,1

)8

55

15

3

PM (3,1

)11

60

36

PM (3,1

)9

60

52

PM (3,1

)10

55

10

8PM (3,1

)9

60

31

0

PM (2,1

)8

55

54

0PM (2,1

)8

60

45

6

PM (2,1

)8

55

50

0

PM (2,3

)9

60

55

PM (4,4

)8

75

9

PM(2

,11

)7

65

52

0

PM (2,1

)9

55

67

PM (2,1

)10

55

20

0

2019

I-3306A

Build 1 (AM)Widening I-40 to 6-lanes


WBS# 47537.1.1

July 17, 2019

I-85 (Exit 163) to NC 54(Exit 273)

EXTENTS


to NC 54

PROJECT


1- Less than 50VPD

( d, t )AM

DDHV



AM

(4,4

)14

55

9

47

2

7

6

1

AM

(2,1

1)

1060

50

8


(Dimmocks Mill Rd)


40

85SR 1006

(Orange Grove Rd)


I-85 Connector

AM

(2,1

)8

60

64

34

13

80

7

5

SR 1009(Old NC 86)

SR 1009(Old NC 86)

3

12

39

24

6


Road)


Road)

6

105

22

133

7

NC 86


84

50

179

126

10


40



NC 86





SR 1734(Erwin Road)

SR 1734(Erwin Road)

33

51

25

304

13

NC 54

NC 54

Mat

chlin

eA

Mat

chlin

eA

500 8

3

AM

(2,1

)9

55

15

8

AM

(3,1

)7

75

44

AM

(3,1

)8

60

50

AM

(2,1

)7

55

53

7

AM(2,9) 855

1271AM(2,9) 855

1235AM(2,9) 855

1235AM(2,8) 865

743AM(2,8) 865

743AM(2,7) 765

783AM(2,7) 760

831

AM(2,7) 760

831AM(3,6) 760

875AM(3,6) 760

875AM(2,5) 765

1046AM(2,5) 765

1046AM(2,5) 755

1291

AM

(2,3

)11

55

55

AM

(3,1

)9

55

31

3A

M(3

,1)

855

10

3

AM

(2,1

)7

60

45

0

AM

(2,1

)8

55

49

6A

M(2

,1)

1055

19

9

AM

(2,1

)11

55

93

AM

(2,1

)12

55

73

AM

(3,1

)11

55

28

AM

(3,1

)9

60

45

AM

(5,1

)10

55

11

AM

(2,1

)11

55

98

2019

I-3306A

Build 1 (PM)Widening I-40 to 6 lanes


WBS# 47537.1.1

July 17, 2019

I-85 (Exit 163) to NC 54(Exit 273)

EXTENTS


to NC 54

PROJECT


1- Less than 50VPD

( d, t )PM

DDHV



PM(2,9)8 55

1235

47

2

7

6

1PM

(2,9)8 55

1271PM

(2,9)8 55

1235


(Dimmocks Mill Rd)


40

85SR 1006

(Orange Grove Rd)


I-85 Connector

34

13

80

7

5

SR 1009(Old NC 86)

SR 1009(Old NC 86)

3

12

39

24

6


Road)


Road)

PM(3,6)8 60

875

6

105

22

133

7PM

(2,7)8 60

831PM

(3,6)8 60

875

NC 86


PM(2,5)8 60

1046

84

50

179

126

10


40



NC 86

PM (2,1

)11

55

98



PM(2,5)8 60

1046



SR 1734(Erwin Road)

SR 1734(Erwin Road)

PM(2,5)8 60

1291

33

51

25

304

13

NC 54

NC 54

PM(2,8)8 60

743PM

(2,8)8 60

743PM

(2,7)8 60

783PM

(2,7)8 60

831

Mat

chlin

eA

Mat

chlin

eA

500 8

3

PM (3,1

)9

60

45

PM (3,1

)11

55

28

PM (2,1

)12

55

73

PM (2,1

)11

55

93

PM (5,1

)10

55

11

PM (2,1

)8

55

15

8

PM (3,1

)11

60

44

PM (3,1

)9

60

50

PM (3,1

)10

55

10

3PM (3,1

)9

60

31

3

PM (2,1

)8

55

53

7PM (2,1

)8

60

45

0

PM (2,1

)8

55

49

6

PM (2,3

)9

60

55

PM (4,4

)8

75

9

PM(2

,11

)7

65

50

8

PM (2,1

)9

55

64

PM (2,1

)10

55

19

9

2019

I-3306A

Build 2 (AM)Widening I-40 to 8-lanes


WBS# 47537.1.1

July 17, 2019

I-85 (Exit 163) to NC 54(Exit 273)

EXTENTS


to NC 54

PROJECT


1- Less than 50VPD

( d, t )AM

DDHV



AM

(4,4

)14

55

9

46

2

9

6

1

AM

(2,1

1)

1060

50

8


(Dimmocks Mill Rd)


40

85SR 1006

(Orange Grove Rd)


I-85 Connector

AM

(2,1

)8

60

64

35

13

81

8

5

SR 1009(Old NC 86)

SR 1009(Old NC 86)

4

12

39

25

6


Road)


Road)

5

105

22

135

7

NC 86


85

50

178

125

10


40



NC 86





SR 1734(Erwin Road)

SR 1734(Erwin Road)

34

52

26

303

13

NC 54

NC 54

Mat

chlin

eA

Mat

chlin

eA

499 9

3

AM

(2,1

)9

55

15

9

AM

(3,1

)7

75

45

AM

(3,1

)8

60

51

AM

(2,1

)7

55

53

7

AM(2,9) 855

1271AM(2,9) 855

1238AM(2,9) 855

1238AM(2,8) 865

748AM(2,8) 865

748AM(2,7) 765

789AM(2,7) 760

837

AM(2,7) 760

837AM(3,6) 760

884AM(3,6) 760

884AM(2,5) 765

1052AM(2,5) 765

1052AM(2,5) 755

1295

AM

(2,3

)11

55

56

AM

(3,1

)9

55

31

5A

M(3

,1)

855

10

2

AM

(2,1

)7

60

44

9

AM

(2,1

)8

55

49

6A

M(2

,1)

1055

20

1

AM

(5,1

)10

55

11

AM

(2,1

)11

55

97

AM

(3,1

)9

60

45

AM

(3,1

)11

55

28

AM

(2,1

)12

55

73

AM

(2,1

)11

55

93

2019

I-3306A



WBS# 47537.1.1

July 17, 2019

I-85 (Exit 163) to NC 54(Exit 273)

EXTENTS


to NC 54

PROJECT


1- Less than 50VPD

( d, t )PM

DDHV



PM(2,9)8 55

1238

46

2

9

6

1PM

(2,9)8 55

1271PM

(2,9)8 55

1238


(Dimmocks Mill Rd)


40

85SR 1006

(Orange Grove Rd)


I-85 Connector

35

13

81

8

5

SR 1009(Old NC 86)

SR 1009(Old NC 86)

4

12

39

25

6


Road)


Road)

PM(3,6)8 60

884

5

105

22

135

7PM

(2,7)8 60

837PM

(3,6)8 60

884

NC 86


PM(2,5)8 60

1052

85

50

178

125

10


40



NC 86

PM (2,1

)11

55

97



PM(2,5)8 60

1052



SR 1734(Erwin Road)

SR 1734(Erwin Road)

PM(2,5)8 60

1295

34

52

26

303

13

NC 54

NC 54

PM(2,8)8 60

748PM

(2,8)8 60

748PM

(2,7)8 60

789PM

(2,7)8 60

837

Mat

chlin

eA

Mat

chlin

eA

499 9

3

PM (3,1

)9

60

45

PM (3,1

)11

55

28

PM (2,1

)12

55

73

PM (2,1

)11

55

93

PM (5,1

)10

55

11

PM (2,1

)8

55

15

9

PM (3,1

)11

60

45

PM (3,1

)9

60

51

PM (3,1

)10

55

10

2PM (3,1

)9

60

31

5

PM (2,1

)8

55

53

7PM (2,1

)8

60

44

9

PM (2,1

)8

55

49

6

PM (2,3

)9

60

56

PM(2

,11

)7

65

50

8

PM (4,4

)8

75

9 PM (2,1

)9

55

64

PM (2,1

)10

55

20

1

2045

I-3306A

No Build (AM)Without Widening


WBS# 47537.1.1

July 17, 2019

I-85 (Exit 163) to NC 54(Exit 273)

EXTENTS


to NC 54

PROJECT


1- Less than 50VPD

( d, t )AM

DDHV



AM

(4,4

)14

55

20

48

2

49

15

1

AM

(2,1

1)

1060

11

00


(Dimmocks Mill Rd)


40

85SR 1006

(Orange Grove Rd)


I-85 Connector

AM

(2,1

)8

60

10

5

48

25

117

9

5

SR 1009(Old NC 86)

SR 1009(Old NC 86)

6

10

49

35

6


Road)


Road)

10

145

33

170

7

NC 86


100

63

200

171

10


40



NC 86





SR 1734(Erwin Road)

SR 1734(Erwin Road)

35

130

101

462

13

NC 54

NC 54

Mat

chlin

eA

Mat

chlin

eA

1090 10

3

AM

(2,1

)9

55

23

6

AM

(3,1

)7

75

56

AM

(3,1

)8

60

66

AM

(2,1

)7

55

67

1

AM(2,9) 855

2002AM(2,9) 855

2016AM(2,9) 855

2016AM(2,8) 865

936AM(2,8) 865

936AM(2,7) 765

989AM(2,7) 760

1057

AM(2,7) 760

1057AM(3,6) 760

1105AM(3,6) 760

1105AM(2,5) 765

1313AM(2,5) 765

1313AM(2,5) 755

1711

AM

(2,3

)11

55

10

0

AM

(3,1

)9

55

43

0A

M(3

,1)

855

15

8

AM

(2,1

)7

60

60

5

AM

(2,1

)8

55

72

5A

M(2

,1)

1055

26

9

AM

(2,1

)11

55

21

2

AM

(3,1

)11

55

50

AM

(2,1

)12

55

91

AM

(3,1

)9

60

68

AM

(5,1

)10

55

13

AM

(2,1

)11

55

12

2

2045

I-3306A

No Build (PM)Without Widening


WBS# 47537.1.1

July 17, 2019

I-85 (Exit 163) to NC 54(Exit 273)

EXTENTS


to NC 54

PROJECT


1- Less than 50VPD

( d, t )PM

DDHV



PM(2,9)8 55

2016

48

2

49

15

1PM

(2,9)8 55

2002PM

(2,9)8 55

2016


(Dimmocks Mill Rd)


40

85SR 1006

(Orange Grove Rd)


I-85 Connector

48

25

117

9

5

SR 1009(Old NC 86)

SR 1009(Old NC 86)

6

10

49

35

6


Road)


Road)

PM(3,6)8 60

1105

10

145

33

170

7PM

(2,7)8 60

1057PM

(3,6)8 60

1105

NC 86


PM(2,5)8 60

1313

100

63

200

171

10


40



NC 86

PM (2,1

)11

55

12

2



PM(2,5)8 60

1313



SR 1734(Erwin Road)

SR 1734(Erwin Road)

PM(2,5)8 60

1711

35

130

101

462

13

NC 54

NC 54

PM(2,8)8 60

936PM

(2,8)8 60

936PM

(2,7)8 60

989PM

(2,7)8 60

1057

Mat

chlin

eA

Mat

chlin

eA

1090 10

3

PM (3,1

)9

60

68

PM (3,1

)11

55

50

PM (2,1

)12

55

91

PM (2,1

)11

55

21

2

PM (5,1

)10

55

13

PM (2,1

)8

55

23

6

PM (3,1

)11

60

56

PM (3,1

)9

60

66

PM (3,1

)10

55

15

8PM (3,1

)9

60

43

0

PM (2,1

)8

55

67

1PM (2,1

)8

60

60

5

PM (2,1

)8

55

72

5

PM(2

,11

)7

65

11

00

PM (2,3

)9

60

10

0PM (4

,4)

875

20

PM (2,1

)9

55

10

5

PM (2,1

)10

55

26

9

2045

I-3306A

Build 1 (AM)Widening I-40 to 6 lanes


WBS# 47537.1.1

July 17, 2019

I-85 (Exit 163) to NC 54(Exit 273)

EXTENTS


to NC 54

PROJECT


1- Less than 50VPD

( d, t )AM

DDHV



AM

(4,4

)14

55

21

45

3

53

16

1

AM

(2,1

1)

1060

95

7


(Dimmocks Mill Rd)


40

85SR 1006

(Orange Grove Rd)


I-85 Connector

AM

(2,1

)8

60

95

59

20

132

10

5

SR 1009(Old NC 86)

SR 1009(Old NC 86)

6

10

53

38

6


Road)


Road)

7

163

30

202

7

NC 86


123

72

200

170

10


40



NC 86





SR 1734(Erwin Road)

SR 1734(Erwin Road)

32

95

47

436

13

NC 54

NC 54

Mat

chlin

eA

Mat

chlin

eA

945 12

3

AM

(2,1

)9

55

25

6

AM

(3,1

)7

75

64

AM

(3,1

)8

60

75

AM

(2,1

)7

55

68

2

AM(2,9) 855

2016AM(2,9) 855

2037AM(2,9) 855

2037AM(2,8) 865

1104AM(2,8) 865

1104AM(2,7) 765

1167AM(2,7) 760

1242

AM(2,7) 760

1242AM(3,6) 760

1304AM(3,6) 760

1304AM(2,5) 765

1479AM(2,5) 765

1479AM(2,5) 755

1835

AM

(2,3

)11

55

10

0

AM

(3,1

)9

55

45

3A

M(3

,1)

855

12

5

AM

(2,1

)7

60

60

1

AM

(2,1

)8

55

72

0A

M(2

,1)

1055

26

8

AM

(5,1

)10

55

13

AM

(2,1

)11

55

12

2

AM

(3,1

)9

60

68

AM

(3,1

)11

55

45

AM

(2,1

)12

55

93

AM

(2,1

)11

55

21

0

2045

I-3306A



WBS# 47537.1.1

July 17, 2019

I-85 (Exit 163) to NC 54(Exit 273)

EXTENTS


to NC 54

PROJECT


1- Less than 50VPD

( d, t )PM

DDHV



PM(2,9)8 55

2037

45

3

53

16

1PM

(2,9)8 55

2016PM

(2,9)8 55

2037


(Dimmocks Mill Rd)


40

85SR 1006

(Orange Grove Rd)


I-85 Connector

59

20

132

10

5

SR 1009(Old NC 86)

SR 1009(Old NC 86)

6

10

53

38

6


Road)


Road)

PM(3,6)8 60

1304

7

163

30

202

7PM

(2,7)8 60

1242PM

(3,6)8 60

1304

NC 86


PM(2,5)8 60

1479

123

72

200

170

10


40



NC 86

PM (2,1

)11

55

12

2



PM(2,5)8 60

1479



SR 1734(Erwin Road)

SR 1734(Erwin Road)

PM(2,5)8 60

1835

32

95

47

436

13

NC 54

NC 54

PM(2,8)8 60

1104PM

(2,8)8 60

1104PM

(2,7)8 60

1167PM

(2,7)8 60

1242

Mat

chlin

eA

Mat

chlin

eA

945 12

3

PM (3,1

)9

60

68

PM (3,1

)11

55

45

PM (2,1

)12

55

93

PM (2,1

)11

55

21

0

PM (5,1

)10

55

13

PM (2,1

)8

55

25

6

PM (3,1

)11

60

64

PM (3,1

)9

60

75

PM (3,1

)10

55

12

5PM (3,1

)9

60

45

3

PM (2,1

)8

55

68

2PM (2,1

)8

60

60

1

PM (2,1

)8

55

72

0

PM (2,3

)9

60

10

0

PM(2

,11

)7

65

95

7

PM (4,4

)8

75

21

PM (2,1

)9

55

95

PM (2,1

)10

55

26

8

2045

I-3306A

Build 2 (AM)Widening I-40 to 8 lanes


WBS# 47537.1.1

July 17, 2019

I-85 (Exit 163) to NC 54(Exit 273)

EXTENTS


to NC 54

PROJECT


1- Less than 50VPD

( d, t )AM

DDHV



AM

(4,4

)14

55

21

46

3

54

18

1

AM

(2,1

1)

1060

92

0


(Dimmocks Mill Rd)


40

85SR 1006

(Orange Grove Rd)


I-85 Connector

AM

(2,1

)8

60

93

64

20

140

11

5

SR 1009(Old NC 86)

SR 1009(Old NC 86)

7

10

53

41

6


Road)


Road)

6

164

29

206

7

NC 86


125

73

199

169

10


40



NC 86





SR 1734(Erwin Road)

SR 1734(Erwin Road)

30

100

40

427

13

NC 54

NC 54

Mat

chlin

eA

Mat

chlin

eA

905 15

3

AM

(2,1

)9

55

26

6

AM

(3,1

)7

75

67

AM

(3,1

)8

60

76

AM

(2,1

)7

55

68

3

AM(2,9) 855

2019AM(2,9) 855

2042AM(2,9) 855

2042AM(2,8) 865

1152AM(2,8) 865

1152AM(2,7) 765

1219AM(2,7) 760

1296

AM(2,7) 760

1296AM(3,6) 760

1361AM(3,6) 760

1361AM(2,5) 765

1531AM(2,5) 765

1531AM(2,5) 755

1868

AM

(2,3

)11

55

10

0

AM

(3,1

)9

55

45

7A

M(3

,1)

855

12

2

AM

(2,1

)7

60

60

1

AM

(2,1

)8

55

72

6A

M(2

,1)

1055

26

9

AM

(5,1

)10

55

13

AM

(3,1

)9

60

68

AM

(2,1

)11

55

21

0

AM

(2,1

)12

55

93

AM

(3,1

)11

55

44

AM

(2,1

)11

55

12

2

2045

I-3306A



WBS# 47537.1.1

July 17, 2019

I-85 (Exit 163) to NC 54(Exit 273)

EXTENTS


to NC 54

PROJECT


1- Less than 50VPD

( d, t )PM

DDHV



PM(2,9)8 55

2042

46

3

54

18

1PM

(2,9)8 55

2019PM

(2,9)8 55

2042


(Dimmocks Mill Rd)


40

85SR 1006

(Orange Grove Rd)


I-85 Connector

64

20

140

11

5

SR 1009(Old NC 86)

SR 1009(Old NC 86)

7

10

53

41

6


Road)


Road)

PM(3,6)8 60

1361

6

164

29

206

7PM

(2,7)8 60

1296PM

(3,6)8 60

1361

NC 86


PM(2,5)8 60

1531

125

73

199

169

10


40



NC 86

PM (2,1

)11

55

12

2



PM(2,5)8 60

1531



SR 1734(Erwin Road)

SR 1734(Erwin Road)

PM(2,5)8 60

1868

30

100

40

427

13

NC 54

NC 54

PM(2,8)8 60

1152PM

(2,8)8 60

1152PM

(2,7)8 60

1219PM

(2,7)8 60

1296

Mat

chlin

eA

Mat

chlin

eA

905 15

3

PM (3,1

)9

60

68

PM (3,1

)11

55

44

PM (2,1

)12

55

93

PM (2,1

)11

55

21

0

PM (5,1

)10

55

13

PM (2,1

)8

55

26

6

PM (3,1

)11

60

67

PM (3,1

)9

60

76

PM (3,1

)10

55

12

2PM (3,1

)9

60

45

7

PM (2,1

)8

55

68

3PM (2,1

)8

60

60

1

PM (2,1

)8

55

72

6

PM(2

,11

)7

65

92

0

PM (2,3

)9

60

10

0PM (4

,4)

875

21

PM (2,1

)9

55

93

PM (2,1

)10

55

26

9

project management team – div 7, 9 & 10 421 fayetteville ......project management team – div...

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