memorandum - ncdot · project r-3329 and r-2559 monroe connector/bypass, september 19, 2008. * from...
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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)
2035 Toll Traffic Volumes
Indian Trail/Fairview Rd
Monroe Bypass
Indian Trail/Fairview Rd
Monroe Bypass
Indian Trail/Fairview Rd
* 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
2025 / 2035 BUILD TOLL ALT. 3A
PEAK HOUR TRAFFIC VOLUMES
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
2025 Toll Traffic Volumes
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)
2035 Toll Traffic Volumes
Monroe BypassMonroe Bypass
Unionville Indian Trail Rd
Unionville Indian Trail Rd
Unionville Indian Trail Rd
158 (210)
222 (296)
210 (158)
296 (222)
* 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 & Rocky River
Interchange
FIGURE 3
2025 / 2035 BUILD TOLL ALT. 3A
PEAK HOUR TRAFFIC VOLUMES
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
2025 Toll Traffic Volumes
3112 (2110)
2110 (3111)
2820 (1848)
1848 (2819)
2035 Toll Traffic Volumes
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)
* 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 & US 601
Interchange
FIGURE 4
2025 / 2035 BUILD TOLL ALT. 3A
PEAK HOUR TRAFFIC VOLUMES
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
2025 Toll Traffic Volumes
2766 (1885)
1885 (2766)
2136 (1392)
1392 (2136)
2035 Toll Traffic Volumes
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)
* 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.
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)
XX (XX) - AM (PM) Volumes
DATE: August 2010
N
NOT
TO
SCALE
Monroe Bypass & NC 200
Interchange
FIGURE 5
2025 / 2035 BUILD TOLL ALT. 3A
PEAK HOUR TRAFFIC VOLUMES
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
2025 Toll Traffic Volumes
2058 (1446)
1446 (2058)
1528 (966)
966 (1528)
2035 Toll Traffic Volumes
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)
* 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 & Austin
Chaney Interchange
FIGURE 6
2025 / 2035 BUILD TOLL ALT. 3A
PEAK HOUR TRAFFIC VOLUMES
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
2025 Toll Traffic Volumes
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)
2035 Toll Traffic Volumes
Austin Chaney Rd
Monroe Bypass
Austin Chaney Rd
Monroe Bypass
Austin Chaney Rd
* 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 & Forest Hills
School Interchange
FIGURE 7
2025 / 2035 BUILD TOLL ALT. 3A
PEAK HOUR TRAFFIC VOLUMES
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
2025 Toll Traffic Volumes
1154 (799)
798 (1153)
1005 (643)
644 (1004)
2035 Toll Traffic Volumes
Forest Hills School Rd
Monroe Bypass
Forest Hills School Rd
Monroe Bypass
Forest Hills School Rd
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
)
* 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
Possible Phifer Road Relocation.
Anticipated Low Volumes.
Possible Phifer Road Relocation.
Anticipated Low Volumes.
Possible Phifer Road Relocation.
Anticipated Low Volumes.
Possible Phifer Road Relocation.
Anticipated Low Volumes.
DATE: August 2010
N
NOT
TO
SCALE
Monroe Bypass & US 74
Interchange
FIGURE 8
2025 / 2035 BUILD TOLL ALT. 3A
PEAK HOUR TRAFFIC VOLUMES
US 74
637 (743)
Mon
roe B
ypass
2025 Toll Traffic Volumes
2035 Toll Traffic Volumes
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)
* 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
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
_Bui
ldA
ltern
ativ
e3A
Con
nect
orC
orrid
or.a
i
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
_Bui
ldA
ltern
ativ
e3A
Con
nect
orC
orrid
or.a
i
TIP Project Numbers R-3329 & R-2559MONROE CONNECTOR / BYPASS
Mecklenburg and Union Counties
Year 2035 Build Alternative 3AMonroe Connector / Bypass Corridor
Indian Trail Fairview RoadFebruary 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
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’
Year 2035 Build Alternative 3AMonroe Connector / Bypass Corridor
Unionville Indian TrailFebruary 3, 2009
Figure 3
2035
_Bui
ldA
ltern
ativ
e3A
Con
nect
orC
orrid
or.a
i
TIP Project Numbers R-3329 & R-2559MONROE CONNECTOR / BYPASS
Mecklenburg and Union Counties
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
SW
E
Not to Scale
DRAFTPRELIMINARYSUBJECT TO CHANGE
D(C)
C(D)
D(B)
C(D)
D(C)
B(D)
D(C)
C(D)
LOSF(F)
LOSB(B)
MONROE CONNECTOR/BYPASS
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
EB ConnectorOff-Ramp
150’
100’
125’
100’
STOP
STOP
100’
100’
Year 2035 Build Alternative 3AMonroe Connector / Bypass Corridor
Rocky River RoadFebruary 3, 2009
Figure 4
2035
_Bui
ldA
ltern
ativ
e3A
Con
nect
orC
orrid
or.a
i
TIP Project Numbers R-3329 & R-2559MONROE CONNECTOR / BYPASS
Mecklenburg and Union Counties
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
W E
Not to Scale
DRAFTPRELIMINARYSUBJECT TO CHANGE
D(C)
C(D) B(D)
D(B)C(B)
B(C)
D(C)
C(D)
LOSF(F)
LOSB(C)
MONROE CONNECTOR/BYPASS
(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 ConnectorOff-Ramp
WB ConnectorOn-Ramp
EB ConnectorOn-Ramp
EB ConnectorOff-Ramp
225’
100’
100’
100’
100’
125’
STO
P
Year 2035 Build Alternative 3AMonroe Connector / Bypass Corridor
US 601February 3, 2009
Figure 5
2035
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TIP Project Numbers R-3329 & R-2559MONROE CONNECTOR / BYPASS
Mecklenburg and Union Counties
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
W E
Not to Scale
DRAFTPRELIMINARYSUBJECT TO CHANGE
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
EB ConnectorOff-Ramp
200’
EB ConnectorOn-Ramp
WB ConnectorOff-Ramp
WB ConnectorOn-Ramp
WB ConnectorOn-Ramp
200’
125’
325’
375’
250’
Year 2035 Build Alternative 3AMonroe Connector / Bypass Corridor
Morgan Mill RoadFebruary 3, 2009
Figure 6
2035
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TIP Project Numbers R-3329 & R-2559MONROE CONNECTOR / BYPASS
Mecklenburg and Union Counties
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
W E
Not to Scale
DRAFTPRELIMINARYSUBJECT TO CHANGE
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
)
MONROE CONNECTOR/BYPASS
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
Year 2035 Build Alternative 3AMonroe Connector / Bypass Corridor
Austin Chaney RoadFebruary 3, 2009
Figure 7
2035
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TIP Project Numbers R-3329 & R-2559MONROE CONNECTOR / BYPASS
Mecklenburg and Union Counties
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
B(A)
A(B) A(A)A(B)
A(A) B(A) B(A)
A(B)
LOSD(C)
LOSD(D)
MONROE CONNECTOR/BYPASS
(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
EB ConnectorOff-Ramp
WB ConnectorOff-Ramp
WB ConnectorOn-Ramp
100’
100’
100’
100’
100’
100’
AU
STI
N C
HA
NE
Y R
OA
D STO
P
STOP
Year 2035 Build Alternative 3AMonroe Connector / Bypass Corridor
Forest Hills School RoadFebruary 3, 2009
Figure 8
2035
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TIP Project Numbers R-3329 & R-2559MONROE CONNECTOR / BYPASS
Mecklenburg and Union Counties
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
W E
Not to Scale
DRAFTPRELIMINARYSUBJECT TO CHANGE
B(A)
A(B)
A(A)
A(B)
A(A)
A(A)
LOSA(A)
LOSB(B)
MONROE CONNECTOR/BYPASS
(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
EB ConnectorOff-Ramp
100’
100’
STO
P
Year 2035 Build Alternative 3AMonroe Connector / Bypass Corridor
US 74February 3, 2009
Figure 9
2035
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ativ
e3A
Con
nect
orC
orrid
or.a
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TIP Project Numbers R-3329 & R-2559MONROE CONNECTOR / BYPASS
Mecklenburg and Union Counties
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
W
E
Not to Scale
DRAFTPRELIMINARYSUBJECT TO CHANGE
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)
MONROE CONNECTOR/BYPASS
(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
AM peak hour inflow is 5382 vehicles. AM peak hour outflow is 5381 vehicles.
2393
1589
2342
1567
Unionville Ind Tr
Monroe Bypass
Monroe Bypass Monroe Bypass
PM peak hour inflow is 5381 vehicles. PM peak hour outflow is 5381 vehicles.
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 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
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
Traffic Forecast Release Date:
Monroe Bypass
Traffic Data Year:
R-3329/R-2559 Toll Scenario
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
Monroe Bypass Monroe Bypass
PM peak hour inflow is 4974 vehicles. PM peak hour outflow is 4973 vehicles.
1395
2132
1607
2365
N. R
ocky River R
d
AM peak hour inflow is 4974 vehicles. AM peak hour outflow is 4974 vehicles.
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
AM peak hour inflow is 6315 vehicles. AM peak hour outflow is 6315 vehicles.
US 601
PM peak hour inflow is 6315 vehicles. PM peak hour outflow is 6315 vehicles.
1058
1618
1422
2092
US 601
Monroe Bypass Monroe Bypass
↓( 8 , 55 )
→
S
Monroe Bypass Monroe Bypass
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
Traffic Forecast Release Date:
N
EW
24HOUR
35200
=) 26700
37300
( 10 , 60 )
( 8 , 55 )
↓
24HOUR
right N left
dhv dir
8 60
dhv 10 10 dhv right
W Edir 60 60 dir left
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
AM peak hour inflow is 3630 vehicles. AM peak hour outflow is 3630 vehicles.
1159
732
1560
1097
Morgan M
ill Rd
Monroe Bypass
Monroe Bypass Monroe Bypass
PM peak hour inflow is 3630 vehicles. PM peak hour outflow is 3630 vehicles.
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 Forecast Release Date:
Traffic Data Year:
R-3329/R-2559 Toll Scenario
Project:
2025
July-10
24HOUR
right N left
dhv dir
9 55
dhv 10 10 dhv right
W Edir 60 60 dir left
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
Traffic Forecast Release Date:
Monroe Bypass
Traffic Data Year:
R-3329/R-2559 Toll Scenario
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
Monroe Bypass Monroe Bypass
PM peak hour inflow is 2854 vehicles. PM peak hour outflow is 2854 vehicles.
615
938
758
1119
Austin C
haney St
AM peak hour inflow is 2854 vehicles. AM peak hour outflow is 2853 vehicles.
938
615
1119
758
Austin C
haney St
Monroe Bypass
24HOUR
right N left
dhv dir
9 55
dhv 10 10 dhv right
W Edir 60 60 dir left
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
AM peak hour inflow is 1602 vehicles. AM peak hour outflow is 1603 vehicles.
819
528
914
629
Forest Hills R
oad
Monroe Bypass
Monroe Bypass Monroe Bypass
PM peak hour inflow is 1603 vehicles. PM peak hour outflow is 1603 vehicles.
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 Forecast Release Date:
Traffic Data Year:
R-3329/R-2559 Toll Scenario
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
AM peak hour inflow is 2654 vehicles. AM peak hour outflow is 2654 vehicles.
1493
1161
743
637
0
US 74
US 74 US 74
PM peak hour inflow is 2654 vehicles. PM peak hour outflow is 2654 vehicles.
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 Forecast Release Date:
Traffic Data Year:
R-3329/R-2559 Toll Scenario
Project:
2025
July-10
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