Memorandum - NCDOT · Project R-3329 and R-2559 Monroe Connector/Bypass, September 19, 2008. * From...

1

HNTB, North Carolina, PC

343 East Six Forks Rd Suite 200

Raleigh, North Carolina 27609

To: Shannon Sweitzer, P.E. NCTA, Director of Construction

Date: August 4, 2010

From: Bradley Reynolds, P.E. Project Number:

STIP R-3329 & R-2559 Monroe Connector / Bypass

Subject: Monroe Connector / Bypass Year 2025 Build Toll Alternative 3A Traffic Volume Projections

HNTB North Carolina, PC (HNTB) has been contracted by North Carolina

Turnpike Authority (NCTA) to prepare year 2025 Build Scenario Toll Alternative

3A traffic volume projections for Y-lines along the Monroe Connector/Bypass

from Indian Trail-Fairview Road to the US 74 tie-in to the east.

To determine 2025 Toll Alternative 3A traffic volumes, HNTB utilized data from

the Traffic Forecast for TIP Projects R-3329 & R-2559 Monroe Connector/Bypass

prepared by Wilbur Smith Associates (WSA) in July 2008 to straight-line

interpolate between the 2008 and 2035 forecast scenarios to an intermediate

year 2025 scenario. Interpolated year 2025 daily volumes were minimally

adjusted, where necessary, to provide balanced interchange volumes. All

forecast design characteristics (D, DHV, truck percentages) remained unchanged

from the 2008 and 2035 Build Toll Alternative 3A traffic forecast data. These

2025 daily volumes were then converted to AM and PM peak hour volumes using

NCDOT’s peak hour breakout sheet.

Figures 1-8 illustrate 2025 AM and PM peak hour traffic projections and the

previously forecasted 2035 Build Alternative Toll 3A peak hour volumes.

Appendix A provides the 2008 and 2035 Build Toll Alternative 3A forecasts from

the Traffic Forecast for TIP Projects R-3329 & R-2559 Monroe

Connector/Bypass. Appendix B provides 2035 Build Alternative Toll 3A peak

hour volumes from the Year 2035 Build Traffic Operations Technical

Memorandum prepared by PBS&J in April 2009. Appendix C shows the

interpolated 2025 daily forecast breakout sheets.

If additional information or clarification is required regarding any of the above comments or methodology used to produce the 2025 data, please contact Spencer Franklin, P.E. or myself at 919-546-8997.

Memorandum

DATE: August 2010

N

NOT

TO

SCALE

Monroe Bypass & Indian Trail/

Fairview Interchange

FIGURE 1

2025 / 2035 BUILD TOLL ALT. 3A

PEAK HOUR TRAFFIC VOLUMES

2272 (1431)

Monroe Bypass

1431 (2272)

157 (301)

30 (28)3

17

(2

58

)

79

4 (

39

2)

48

(8

1)

37

2 (

74

3)

258 (317)

81 (48)

3

01

(1

57

)

10

30

(6

02

)

28

(3

0)

50

1 (

10

14

)

2282 (1609)

1609 (2282)

339 (365)

36

5 (

33

9)187 (329)

329 (187)

Indian Trail/Fairview Rd

Monroe Bypass

2025 Toll Traffic Volumes

2983 (1872)

1872 (2983)

205 (404)

40 (37)

42

3 (

33

5)

73

8(3

57

)

62

(1

05

)

33

2 (

67

3)

335 (423)

105 (62)

40

4 (

20

5)

10

56

(6

30

)

37

(4

0)

50

0 (

10

37

)

2982 (2112)

2112 (2982)

440 (485)

48

5 (

44

0)245 (441)

441 (245)



Monroe Bypass


Monroe Bypass


* Interpolated from Traffic Forecast TIP Project R-3329 and R-2559 Monroe Connector/Bypass, September 19,

2008.

* From Year 2035 Build Traffic Operations Technical Memorandum,

February 2009.

XX (XX) - AM (PM) Volumes

DATE: August 2010

N

NOT

TO

SCALE

Monroe Bypass & Unionville

Indian Trail Interchange

FIGURE 2



2342 (1567)

Monroe Bypass

1567 (2342)

49 (75)

87 (85)8

24

(5

25

)

62

(6

1)

51

4 (

76

2)

96

(1

49

)

61 (62)

149 (96)

7

5 (

49

)

73

7 (

49

0)

85

(8

7)

47

8 (

75

0)

2392 (1589)

1589 (2392)136 (160)

160 (136)

Unionville Indian Trail Rd

Monroe Bypass


3066 (2051)

2051 (3066)

63 (98)

123 (120)

10

03

(6

33

)

90

(8

9)

62

1 (

91

9)

13

2 (

20

7)

89 (90)

207 (132)

98

(6

3)

88

6 (

59

0)

12

0 (

12

3)

56

4 (

89

4)

3144 (2087)

2087 (3144)186 (218)

218 (186)


Monroe BypassMonroe Bypass




158 (210)

222 (296)

210 (158)

296 (222)


2008.


February 2009.


DATE: August 2010

N

NOT

TO

SCALE

Monroe Bypass & Rocky River

Interchange

FIGURE 3



2365 (1607)

Monroe Bypass

1607 (2365)

47

0 (

68

6)

27

(4

6)

115 (174)

191 (173)

56

2 (

36

5)

17

4 (

11

5)

68 (67)

46 (27)

2132 (1395)

1395 (2132)

347 (306)

306 (347)

94 (1

14)

114 (94)

Rocky River Rd

Monroe Bypass


3112 (2110)

2110 (3111)

2820 (1848)

1848 (2819)


Rocky River Rd

Monroe Bypass

Rocky River Rd

Monroe Bypass

Rocky River Rd

41

2 (

66

9)

17

3 (

19

1)

5

41

(3

24

)

67

(6

8)

156 (238)

241 (217)

63

9 (

41

8)

23

8 (

15

6)

99 (98)

64 (37)

455 (397)

397 (455)

135

(163

)

163 (135)

47

5 (

77

9)

21

7 (

24

1)

60

5 (

35

6)

98

(9

9)

53

6 (

78

2)

37

(6

4)


2008.


February 2009.


DATE: August 2010

N

NOT

TO

SCALE

Monroe Bypass & US 601

Interchange

FIGURE 4



2092 (1422)

Monroe Bypass

1422 (2091)

12

6 (

14

2)

17

93

(1

39

9)

148 (169)

399 (530)

2

71

(2

49

)

10

85

(1

37

6)

112 (83)

112 (97)

1617 (1058)

1057 (1618)

428 (295)

182 (226)

547 (699)

224 (180)

US 601

Monroe Bypass


2766 (1885)

1885 (2766)

2136 (1392)

1392 (2136)


US 601

Monroe Bypass

US 601

Monroe Bypass

US 601

15

13

(1

27

3)

42

8 (

29

5)

56

(8

4)

11

41

(1

38

9)

171 (126)

139 (119)

543 (372) 310 (245)

19

32

(1

63

2)

54

3 (

37

2)


2008.


February 2009.

271 (249)

15

9 (

17

9)

22

57

(1

75

5)

218 (249)

517 (686)

3

97

(3

66

)

13

61

(1

73

7)

242 (305)

735 (935) 8

3 (

12

6)

14

17

(1

73

0)

397 (366)


DATE: August 2010

N

NOT

TO

SCALE

Monroe Bypass & NC 200

Interchange

FIGURE 5



1560 (1098)

Monroe Bypass

1098 (1560)

59

0 (

83

7)

5 (

9)

125 (188)

265 (243)5

91

(3

67

)

18

8 (

12

5)

20 (19)

9 (5)

1158 (732)

732 (1158)

431 (390)

24 (2

9)

29 (24)

NC 200

Monroe Bypass


2058 (1446)

1446 (2058)

1528 (966)

966 (1528)


NC 200

Monroe Bypass

NC 200

Monroe Bypass

NC 200

47

2 (

76

0)

24

3 (

26

5)

5

81

(3

52

)

19

(2

0)

63

9 (

39

5)

26

8 (

17

9)

24 (22)

9 (5)

563 (507)

27 (3

3)

33 (27)

55

0 (

88

5)

29

5 (

32

8)

62

6 (

37

6)

22

(2

4)

66

6 (

94

5)

5 (

9)

390 (431)

507 (563)

179 (268)

328 (295)


2008.


February 2009.


DATE: August 2010

N

NOT

TO

SCALE

Monroe Bypass & Austin

Chaney Interchange

FIGURE 6



1119 (759)

Monroe Bypass

758 (1119)

39 (44)

178 (239)6

7 (

93

)

37

2 (

44

5)

8 (

9)

67

6 (

54

1)

93 (67)

9 (8)

4

4 (

40

)

43

0 (

53

0)

23

9 (

17

8)

47

6 (

40

7)

938 (616)

616 (938)

102 (75)

75

(1

02

)217 (283)

283 (218)

Austin Chaney Rd

Monroe Bypass


1473 (1003)

1003 (1473)

60 (66)

252 (336)

7

8 (

10

9)

44

6 (

53

5)

8 (

9)

86

3 (

68

9)

109 (78)

9 (8)

6

6 (

60

)

51

5 (

63

6)

33

6 (

25

2)

58

7 (

50

3)

1189 (777)

777 (1189)

118 (86)

86

(1

18

)312 (402)

402 (312)


Austin Chaney Rd

Monroe Bypass

Austin Chaney Rd

Monroe Bypass

Austin Chaney Rd


2008.


February 2009.


DATE: August 2010

N

NOT

TO

SCALE

Monroe Bypass & Forest Hills

School Interchange

FIGURE 7



915 (630)

Monroe Bypass

629 (915)

18 (23)

83 (74)

22

(1

9)

34

(2

5)

819 (527)

528 (818)101 (97)

99

(1

17

)

96 (103)

Forest Hills School Rd

Monroe Bypass


1154 (799)

798 (1153)

1005 (643)

644 (1004)



Monroe Bypass


Monroe Bypass


74

(8

4)

43

(5

6)

3

4 (

25

)

32 (39)

122 (110)

154 (149)

149 (156)

39

(3

3)

52

(3

9)

14

9 (

17

4)

11

0 (

12

3)

71

(

90

)

5

2 (

39

)


2008.


February 2009.


Possible Phifer Road Relocation.

Anticipated Low Volumes.







DATE: August 2010

N

NOT

TO

SCALE

Monroe Bypass & US 74

Interchange

FIGURE 8



US 74

637 (743)

Mon

roe B

ypass



743 (637)

US 74

641 (9

16)

728 (848)

916 (6

41)

Mo

nro

e B

ypass

848 (728)

1369 (1764)

1764 (1369)

US 74

1161 (1493)

1493 (1161)

US 74

524 (7

50)

750 (5

24)


2008.


February 2009.


Appendix A – 2008 and 2035 Build Toll 3A Forecast Figures

Appendix B – 2035 Build Toll 3A Peak Hour Volume Figures

Draft Year 2035 Build Traffic Operations Technical Memorandum Monroe Connector / Bypass (STIP Projects R-3329 / R-2559)

APPENDIX B

Monroe Connector / Bypass Corridor

Lane Geometry, 2035 Build Peak Hour Volumes and Levels of Service

Draft Year 2035 Build Traffic Operations Technical Memorandum Monroe Connector / Bypass (STIP Projects R-3329 / R-2559)

B - 9

Year 2035 Build Alternative 3A

Monroe Connector / Bypass Corridor

Figure 1

2035

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Con

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TIP Project Numbers R-3329 & R-2559MONROE CONNECTOR / BYPASS

Mecklenburg and Union Counties

Year 2035 Build Alternative 3AMonroe Connector / Bypass Corridor

US 74February 3, 2009

STOP

LOS E/F Stop-Controlled Intersectionwith a Critical Movement Volume of100 VPH or Less or Critical MovementQueue Length is less than 250’

LegendSignalized Intersection

Stop Controlled Movement

XX (XX) AM (PM) Peak Hour Volumes

LOS X (X) AM (PM) Peak Hour Level of Service

XX 95th Percentile Queue LengthLane Geometry

Level of Service A-CLevel of Service DLevel of Service ELevel of Service F

Freeway LOS is Shown for Highest Peak Hour Volume

N

S

WE

Not to Scale

DRAFTPRELIMINARYSUBJECT TO CHANGE

McK

EE

RO

AD

Frontage Rd

FrontageRd

EB US 74Off-Ramp

200’

200’

STO

P

STA

LLIN

GS

RO

AD

Frontage Rd

Frontage RdFrontage Rd

Frontage Rd

350’

425’

100’

100’

175’

100’

100’

175’

450’

325’

300’

200’

74BUSINESS

74

STAL

LING

S RD

McK

EE R

D

LOSC(C)LOS

C(C)

LOSC(C)

LOSC(C)

MONROE

CONNEC

TOR/

BYPA

SS

D(C) C(C)D(C) D(C)

C(C)

C(C)B(B)

B(A)

D(C)

B(C)

C(D)D

(C)

C(B)

B(B)

A(A)

D(E) C(D)

D(C)

B(C)C(C)

A(B) A(A)

A(A)

C(C)

B(C)D(B)

A(A)(2

69) 1

52(2

69) 1

52

401

(260

)

108 (132)207 (134)

(269

) 152

374

(222

)37

4 (2

22)

234

(172

)23

4 (1

72)

374

(222

)23

4 (1

72)

(167

) 88

(425

) 318

(492

) 492

(492

) 492

(239

) 113

(239

) 113

(4,501) 3,431

4,501 (3,431)

(2,205) 1,454(2,296) 1,977

497 (

431)

2,205

(1,45

4)

2,702

(1,88

5)(2,

702)

1,885

(2,770) 2,373

2,770 (2,373)

474 (396)

2,296 (1,977)

(497) 431

(474) 396

153

(72)

488

(363

)

322 (402)222 (131)327 (194)

315 (266)50 (50)

(492

) 492

(239

) 113

413

(235

)41

3 (2

35)

402

(322

)40

2 (3

22)

413

(235

)40

2 (3

22)

(153) 72(222) 131(492) 492

(578

) 533

(327

) 194

5,342 (4,139)

(102) 64(555) 426(184) 218

(3,123) 2,582(622) 531

(1,088) 856(219) 177 (0) 0

(50) 50(332) 336(820) 642

312 (249)555 (446)50 (70)286 (262)

446 (379)

51 (52)

425 (348)

49 (48)

US 74 FRONTAGE RD

US 74 FRONTAGE RD

74BUSINESS

74

Figure 2

2035

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Indian Trail Fairview RoadFebruary 3, 2009

STOP









N

S

WE

Not to Scale


D(C)

C(D)

C(B) D(B)

B(D)

D(C)

C(D)B(C)

LOSC(C)

LOSB(C)

MONROE CONNECTOR/BYPASS

(105

) 62

(673

) 332

(40)

37

(1,0

37) 5

00

(404) 205(37) 40

(423) 335(62) 105

(2,982) 2,112

2,982 (2,112)

(2,983) 1,872

2,983 (1,872)

423

(335

)73

8 (3

57)

404

(205

)1,

056

(630

)

INDI

AN TR

AIL F

AIRV

IEW

(441) 245

441 (245)

(2,542) 1,627

2,542 (1,627)

(485

) 440

(440

) 485

IND

IAN

TR

AIL

FA

IRV

IEWWB Connector

Off-Ramp

WB ConnectorOn-Ramp

EB ConnectorOn-Ramp

EB ConnectorOff-Ramp

450’

100’

275’

300’

150’

100’


Unionville Indian TrailFebruary 3, 2009

Figure 3

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STOP









N

SW

E

Not to Scale


D(C)

C(D)

D(B)

C(D)

D(C)

B(D)

D(C)

C(D)

LOSF(F)

LOSB(B)


UNIO

NVIL

LE IN

DIAN

TRAI

L ROA

D

(919

) 621

(207

) 132

89 (90)207 (132)

(98) 63(120) 123

(3,144) 2,087

3,144 (2,087)

(3,066) 2,051

3,066 (2,051)

(123

) 120

(894

) 564

1,00

3 (6

33)

90 (8

9)98

(63)

886

(590

)

(296) 222

218 (186)

(2,848) 1,865

2,848 (1,865)

296 (222)

(218) 186

UN

ION

VIL

LEIN

DIA

N T

RA

IL R

OA

D

EB ConnectorOn-Ramp

WB ConnectorOn-Ramp

WB ConnectorOff-Ramp


150’

100’

125’

100’

STOP

STOP

100’

100’


Rocky River RoadFebruary 3, 2009

Figure 4

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STOP









N

S

W E

Not to Scale


D(C)

C(D) B(D)

D(B)C(B)

B(C)

D(C)

C(D)

LOSF(F)

LOSB(C)


(782

) 536

(64)

37

99 (98)64 (37)

156 (238)241 (217)

(2,819) 1,848

2,820 (1,848)

(3,111) 2,110

3,112 (2,110)

(779

) 475

(241

) 217

605

(356

)98

(99)

639

(418

)23

8 (1

56)

163 (135)

(163) 135

455

(397

)

2,657 (1,713)

(2,656) 1,713ROCK

Y RI

VER

ROAD

(455) 397

RO

CK

Y R

IVE

R R

OA

D


WB ConnectorOn-Ramp

EB ConnectorOn-Ramp


225’

100’

100’

100’

100’

125’

STO

P



Figure 5

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N

S

W E

Not to Scale


D(C)

C(D)

C(B)

B(D)

B(A)

A(B)

C(B)C(B)

B(C)

LOSB(B)

LOSA(A)

397

(366

)1,

361

(1,7

37)

171 (126)139 (119)

2,766 (1,885)

(2,766) 1,885 (1,831) 1,150 (2,136) 1,392

2,136 (1,392)1,826 (1,147)

(179

) 159

(1,7

55) 2

,257

(1,6

32) 1

,932

(372

) 543

83 (1

26)

1,41

7 (1

,730

)

(249) 218(686) 517

(935) 735

310 (245)MONROE CONNECTOR/BYPASS

2,369 (1,519)

601

397 (366)

(305

) 242

US

601


200’

EB ConnectorOn-Ramp


WB ConnectorOn-Ramp

WB ConnectorOn-Ramp

200’

125’

325’

375’

250’


Morgan Mill RoadFebruary 3, 2009

Figure 6

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N

S

W E

Not to Scale


C(B)

B(C)

B(A)

A(B)

B(A)B(A)

A(B)B(C)

LOSF(F)

LOSB(C)

639

(395

)26

8 (1

79) 24 (22)

9 (5)

2,058 (1,446)

(2,058) 1,446 (1,528) 966

1,528 (966)

(945

) 666

(9) 5

(885

) 550

(328

) 295

626

(376

)22

(24)

(268) 179(295) 328

(33) 27

(563) 507

33 (27)

563

(507

)


MOR

GAN

MIL

L ROA

D / N

C 20

0

1,495 (939)

(1,495) 939

100’

MO

RG

AN

MIL

L R

OA

D /

NC

200 WB Connector

Off-Ramp

WB ConnectorOn-Ramp

EB ConnectorOn-RampEB Connector

Off-Ramp

100’

100’

100’

100’

275’

STO

P


Austin Chaney RoadFebruary 3, 2009

Figure 7

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N

S

WE

Not to Scale


B(A)

A(B) A(A)A(B)

A(A) B(A) B(A)

A(B)

LOSD(C)

LOSD(D)


(9) 8

(689

) 863

109 (78)9 (8)

(66) 60(336) 252

(1,189) 777

1,189 (777)

(1,473) 1,003 (1,071) 691

1,071 (691)1,473 (1,003)

(118

) 86

515

(636

)66

(60)

118 (86)

(402) 312

402

(312

)

AUST

IN C

HANE

Y RO

AD (503

) 587

(252

) 336

78 (1

09)

446

(535

)

EB ConnectorOn-Ramp



WB ConnectorOn-Ramp

100’

100’

100’

100’

100’

100’

AU

STI

N C

HA

NE

Y R

OA

D STO

P

STOP


Forest Hills School RoadFebruary 3, 2009

Figure 8

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N

S

W E

Not to Scale


B(A)

A(B)

A(A)

A(B)

A(A)

A(A)

LOSA(A)

LOSB(B)


(123

) 110

(90)

71

1,005 (643)

(1,004) 644(1,153) 798

1,154 (799)

(174

) 149

39 (3

3)52

(39)

52 (3

9)

149 (156)

FORE

ST H

ILLS

SCH

OOL

ROAD

154

(149

)

32 (39)122 (110)

POSSIBLE ROAD RELOCATIONANTICIPATED LOW VOLUMES

POSSIBLE ROAD RELOCATIONANTICIPATED LOW VOLUMES

Possible RoadRelocationST

OP

Possible RoadRelocation

STOP

FOR

ES

T H

ILLS

SC

HO

OL

RD

WB ConnectorOn-Ramp


100’

100’

STO

P



Figure 9

2035

_Bui

ldA

ltern

ativ

e3A

Con

nect

orC

orrid

or.a

i



STOP









N

S

W

E

Not to Scale


A(A)

A(A)

A(A)A(A)

C(B)

B(C)

B(A)

A(A)

(1,764) 1,369

1,764 (1,369)

(848) 728

848 (728)


(916) 641

916 (641)

74BUSINESS

74

Appendix C – 2025 Daily Forecast Breakout Sheets

24HOUR

right N left

dhv dir

9 65

dhv 10 10 dhv right

W E

dir 60 60 dir left

9 65

dhv dir

left S right

↑ N

301 713 3171331 758

↑ right 258

right through left

↓ ↑

← through 1943← ↓ →

↓ left 81

← ←

→ →

157 left ↑

← ↑ →

1244 through →

↓ ↑

left through right

30 right ↓825 420

28 344 48

↑ N

157 344 258758 1331

↑ right 317

right through left

↓ ↑

← through 1244← ↓ →

↓ left 48

← ←

→ →

301 left ↑

← ↑ →

1943 through →

↓ ↑

left through right

28 right ↓420 825

30 713 81

AM peak hour inflow is 5465 vehicles. AM peak hour outflow is 5464 vehicles.

2282

1609

2272

1432

Ind

ian

Tr / F

airv

iew

Monre Bypass

Monroe Bypass Monre Bypass

PM peak hour inflow is 5464 vehicles. PM peak hour outflow is 5465 vehicles.

1609

2282

1432

2272

Ind

ian

Tr / F

airv

iew

AMPEAK

Ind

ian

Tr / F

airv

iew

PMPEAK

Ind

ian

Tr / F

airv

iew

Monroe Bypass

5000 23400 6600

↑

36800

=)

39100→ →

Monroe Bypass

Ind

ian

Tr / F

airv

iew

600 13700

↑Monre Bypass

1300

Peak Hour Volume Breakouts Report:

Alt 3A: Monroe Bypass at Indian Trail Rd /

Fairview Rd

Ind

ian

Tr / F

airv

iew

Traffic Forecast Release Date:

Traffic Data Year:

R-3329/R-2559 Toll Scenario

Project:

2025

July-10

24HOUR

right N left

dhv dir

9 60

dhv 10 10 dhv right

W Edir 60 60 dir left

9 60

dhv dir

left S right

↑ N

75 675 62 812 539↑ right 61

right through left

↓ ↑

← through 2182← ↓ →

↓ left 149

← ←

→ →

49 left ↑

← ↑ →

1431 through →

↓ ↑

left through right

87 right ↓911 610 85 429 96

↑ N

49 429 61 539 812↑ right 62

right through left

↓ ↑

← through 1431← ↓ →

↓ left 96

← ←

→ →

75 left ↑

← ↑ →

2182 through →

↓ ↑

left through right

85 right ↓610 911 87 675 149


2393

1589

2342

1567

Unionville Ind Tr

Monroe Bypass

Monroe Bypass Monroe Bypass


1589

2392

1567

2342

Unionville Ind Tr

AMPEAK

Unionville Ind Tr

PMPEAK

Unionville Ind Tr

Monroe Bypass

1300 15000 1300

↑

39100

=)

39800→ →

Monroe Bypass

Unionville Ind Tr

1900 16900

↑Monroe Bypass

2600

Peak Hour Volume Breakouts Report:Alt 3A:

Monroe Bypass at Unionville Indian Tr Rd

West

Unionville Ind Tr


Traffic Data Year:


Project:

2025

July-10

24HOUR

right N left

dhv dir

9 60

dhv 10 10 dhv right


9 60

dhv dir

left S right

↑ N

174 495 67 736 481↑ right 68

right through left

↓ ↑

← through 2018← ↓ →

↓ left 46

← ←

→ →

115 left ↑

← ↑ →

1301 through →

↓ ↑

left through right

191 right ↓733 498 173 297 27

↑ N

115 297 68 481 736↑ right 67

right through left

↓ ↑

← through 1301← ↓ →

↓ left 27

← ←

→ →

174 left ↑

← ↑ →

2018 through →

↓ ↑

left through right

173 right ↓498 733 191 495 46

July-10

Peak Hour Volume Breakouts Report:Alt 3A: Monroe

Bypass at North Rocky River Rd

N. R

ocky River R

d


Monroe Bypass

Traffic Data Year:


Project:

2025

Monroe Bypass

N. R

ocky River R

d

3900 13700

↑

800

3000 13500 1500

↑

39800

=)

35200→ →

AMPEAK

N. R

ocky River R

d

PMPEAK

N. R

ocky River R

d

Monroe Bypass



1395

2132

1607

2365

N. R

ocky River R

d


2133

1395

2365

1607

N. R

ocky River R

d

Monroe Bypass

2700 15150 800 18650 18650↑ right

1100

right through left

↓ ↑← through

10900

← ↓ →

↓ left1300

17600 ← ← 13300

17600 → → 13400

1600left ↑

← ↑ →

10900through →

↓ ↑

left through right

5100right ↓

21550 21650 4000 15950 1700

↑ N

271 1029 56 1356 1625↑ right 112

right through left

↓ ↑

← through 1393← ↓ →

↓ left 112

← ←

→ →

148 left ↑

← ↑ →

875 through →

↓ ↑

left through right

399 right ↓1540 1919 428 1365 126

↑ N

249 1292 84 1625 1356↑ right 83

right through left

↓ ↑

← through 878← ↓ →

↓ left 97

← ←

→ →

169 left ↑

← ↑ →

1392 through →

↓ ↑

left through right

530 right ↓1919 1540 295 1104 142

1618

1058

2092

1422


US 601


1058

1618

1422

2092

US 601


↓( 8 , 55 )

→

S


PMPEAK

US 601

Traffic Data Year:2025

US 601

AMPEAK

43200

→

( 10 , 60 )

July-10

Peak Hour Volume Breakouts Report:Alt 3A:

Monroe Bypass at US 601 Toll Forecasts


N

EW

24HOUR

35200

=) 26700

37300

( 10 , 60 )

( 8 , 55 )

↓

24HOUR

right N left

dhv dir

8 60

dhv 10 10 dhv right


8 60

dhv dir

left S right

↑ N

188 572 19 779 492↑ right 20

right through left

↓ ↑

← through 1129← ↓ →

↓ left 9

← ←

→ →

125 left ↑

← ↑ →

708 through →

↓ ↑

left through right

265 right ↓846 595 243 347 5

↑ N

125 347 20 492 779↑ right 19

right through left

↓ ↑

← through 708← ↓ →

↓ left 5

← ←

→ →

188 left ↑

← ↑ →

1129 through →

↓ ↑

left through right

243 right ↓595 846 265 572 9


1159

732

1560

1097

Morgan M

ill Rd

Monroe Bypass



732

1159

1097

1560

Morgan M

ill Rd

AMPEAK

NC

200

PMPEAK

NC

200

Monroe Bypass

3000 15800 500

↑

26700

=)

18800→ →

Monroe Bypass

Morgan M

ill Rd

5600 18100

↑Monroe Bypass

200

Peak Hour Volume Breakouts Report:Alt 3A: Monroe

Bypass at NC 200 / Morgan Mill Rd

NC

200


Traffic Data Year:


Project:

2025

July-10

24HOUR

right N left

dhv dir

9 55

dhv 10 10 dhv right


9 55

dhv dir

left S right

↑ N

44 363 67 474 569↑ right 93

right through left

↓ ↑

← through 836← ↓ →

↓ left 9

← ←

→ →

39 left ↑

← ↑ →

541 through →

↓ ↑

left through right

178 right ↓550 684 239 437 8

↑ N

40 437 93 570 474↑ right 67

right through left

↓ ↑

← through 541← ↓ →

↓ left 8

← ←

→ →

44 left ↑

← ↑ →

836 through →

↓ ↑

left through right

239 right ↓684 550 178 363 9

July-10

Peak Hour Volume Breakouts Report:Alt 3A: Monroe Bypass at Austin Chaney St

Austin C

haney St


Monroe Bypass

Traffic Data Year:


Project:

2025

Monroe Bypass

Austin C

haney St

4400 13700

↓

200

800 11600 1700

↓

18800

=)

15500→ →

AMPEAK

Austin C

haney St

PMPEAK

Austin C

haney St

Monroe Bypass



615

938

758

1119

Austin C

haney St


938

615

1119

758

Austin C

haney St

Monroe Bypass

24HOUR

right N left

dhv dir

9 55

dhv 10 10 dhv right


9 55

dhv dir

left S right

↑ N

22 34 0 55 44↑ right 0

right through left

↓ ↑

← through 819← ↓ →

↓ left 0

← ←

→ →

18 left ↑

← ↑ →

528 through →

↓ ↑

left through right

83 right ↓117 99 74 25 0

↑ N

19 25 0 44 55↑ right 0

right through left

↓ ↑

← through 527← ↓ →

↓ left 0

← ←

→ →

23 left ↑

← ↑ →

818 through →

↓ ↑

left through right

74 right ↓99 117 84 33 0


819

528

914

629

Forest Hills R

oad

Monroe Bypass



527

818

631

915

Forest Hills R

oad

AMPEAK

Forest Hills R

oad

PMPEAK

Forest Hills R

oad

Monroe Bypass

400 1100 0

↑

15500

=)

13400→ →

Monroe Bypass

Forest Hills R

oad

1700 2400

↑Monroe Bypass

0

Peak Hour Volume Breakouts Report:Alt 3A: Monroe Bypass at Forest Hills Road

Forest Hills R

oad


Traffic Data Year:


Project:

2025

July-10

24HOUR

right N left

dhv dir

10 60

dhv 8 8 dhv right

W E

dir 55 55 dir left

10 60

dhv dir

left S right

↑ N

0 0 524524 750

↑ right 750

right through left

↓ ↑

← through 743← ↓ →

↓ left 0

← ←

→ →

0 left ↑

← ↑ →

637 through →

↓ ↑

left through right

0 right ↓0 0

0 0 0

↑ N

0 0 750750 524

↑ right 524

right through left

↓ ↑

← through 637← ↓ →

↓ left 0

← ←

→ →

0 left ↑

← ↑ →

743 through →

↓ ↑

left through right

0 right ↓0 0

0 0 0


1493

1161

743

637

0

US 74

US 74 US 74


1161

1493

637

743

0

AMPEAK

Mo

nro

e B

yp

as

s

PMPEAK

Mo

nro

e B

yp

as

s

US 74

0 13400 13400

↓

18100

=)

31500→ →

US 74

0

0 0

↑US 74

0

Peak Hour Volume Breakouts Report:

Alt 3A: Monroe Bypass at US 74

Mo

nro

e B

yp

as

s


Traffic Data Year:


Project:

2025

July-10

Date post:	17-Jun-2020
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