traffic forecast cover letter - ncdot
TRANSCRIPT
Patriot Transportation Engineering, PLLC 3008 Anderson Drive, Suite 120
Raleigh, North Carolina 27609 Phone: 919.977.9125
TRAFFIC FORECAST COVER LETTER
January 25, 2016
MEMORANDUM TO: Zahid Baloch, PE
Project Development and Environmental Analysis Branch (PDEA)
Brian Wert, PE
Transportation Planning Branch (TPB) FROM: Peter Trencansky, PE, PTOE, AICP
Patriot Transportation Engineering, PLLC
SUBJECT: Traffic Forecast for R-2307/I-5717
Catawba and Iredell Counties NC 150 Improvements from NC 16 to west of US 21 Interchange
Please find attached the 2015/2040 traffic forecast for STIP Project Numbers R-2307 and I-5717 in Catawba and Iredell Counties. The proposed project will widen existing NC 150 from NC 16 to west of the US 21 interchange and upgrade the I-77/NC 150 interchange. This forecast was requested for use in the project development activities associated with the project, including the NEPA documentation and Preliminary Roadway Design.
This is the second forecast for this project, with the first being completed in the July 2013. This forecast was initially approved in May 2015 was updated to include an additional build alternative, Alternative 2. The project is located within the boundaries of both the Charlotte Regional Transportation Planning Organization (CRTPO) and the Greater Hickory Metropolitan Planning Organization. The following four scenarios are provided in this forecast:
2015 Base Year No‐Build 2015 Base Year Build (Alternative 1 and Alternative 2)
2040 Future Year No‐Build
2040 Future Year Build (Alternative 1 and Alternative 2)
The previous forecasts for R-2307 (1994), R-3833B (2006), R-2206 (2008), and I-3311C/I-5405/I-4750AA (2013) were reviewed during the development of this forecast. John Marshall (Greater Hickory MPO), Matthew Todd (Iredell County), Neil Burke (Charlotte Regional TPO), Kelsie Anderson (Town of Mooresville), Daniel Sellers (NCDOT Greater Hickory MPO Coordinator), David Keilson (Division 12 Planning Engineer), John Cook (NCDOT Division 12, District 2 Supervisor), Jacky Eubanks (Catawba County), Anil Panicker (NCDOT CRTPO Coordinator) and Brian Wert (NCDOT State Traffic Forecast Engineer) were consulted during the development of this forecast.
Patriot Transportation Engineering, PLLC 3008 Anderson Drive, Suite 120
Raleigh, North Carolina 27609 Phone: 919.977.9125
Fiscal Constraint
The project is located within the boundaries of the CRTPO and the Greater Hickory Metropolitan Planning Organization; therefore, the travel demand model and traffic forecasts are fiscally constrained to match the assumptions of the corresponding Metropolitan Transportation Plan (MTP) or Long Range
Transportation Plan (LRTP).
The Greater Hickory MPO 2040 Long Range Transportation Plan includes a discussion of the proposed project, including the following:
NC 150 is a major east-west route between Shelby, Lincolnton, and Mooresville (I-77). A small portion of NC 150 goes through the southeast corner of Catawba County. NC 150 is recommended to be widened from 2-lanes to multi-lanes from NC 16 in Catawba County to I-77 (R-2307). Currently, it is unfunded in the STIP.
The following projects that directly affect the proposed project are assumed to be constructed prior to 2040:
TIP Project R-3100A/B - NC 16 widening to a mixture of 4-lane divided or 5-lane boulevards from the Newton-Conover East Loop to SR 1895.
The CRTPO 2040 Metropolitan Transportation Plan includes portions of the proposed project in the fiscally constrained projects list including the NC 150 Widening from Wadell Road to Perth Road (Project ID 26), the NC 150 Widening from Perth Road to Ervin Road (Project ID 43), the NC 150 Widening from Ervin Road to I-77 (Project ID 44), the NC 150 Widening from I-77 to US 21 (Project ID 55) and the I-77/NC 150 interchange conversion (Project ID 47). Additionally, the following projects that directly affect the proposed project are included in the 2040 MTP and are assumed to be constructed prior to 2040:
NC 150/Talbert Road Intersection Improvements (Project ID 305) I-77 Improvements from West Catawba Avenue to NC 150 (Project ID 280) – Add 1 HOT Lane
in each direction Midnight Lane/Oates Road (Project ID 50) – New 3-lane roadway including grade separation
over I-77 Williamson Road Widening (Project ID 51) – Widen from 3-lanes to 4-lanes with median,
sidewalks and bike lanes I-77 Improvements – West Catawba Avenue to NC 150 (Project ID 72) – Widen from 4 lanes
to 6 lanes
Travel Demand Model
The Metrolina Regional Travel Demand Model (MRM 14v1.0) was utilized as a tool in the development of the forecast. The Hickory/Unifour Travel Demand Model was also reviewed and it was determined that the MRM would be the most appropriate model for use in developing the forecast.
Forecast Methodology
The 2015 base year no - bu i l d traffic volumes and design factors were developed based upon current
counts and historic AADT trend projections. The 2 0 1 5 b a s e y e a r b u i l d generally included the development of diversion rates between like model years with different scenarios. The future year volumes for each scenario generally included the development of compound annual growth rates between two model years. The compound annual growth rates or diversion rates were then applied to the AADT
Patriot Transportation Engineering, PLLC 3008 Anderson Drive, Suite 120
Raleigh, North Carolina 27609 Phone: 919.977.9125
volumes from another scenario to develop initial volumes for each scenario. Engineering judgment adjustments were applied as needed in finalizing the volumes in order to develop a balanced forecast.
Interpolation/Extrapolation
To estimate AADT volumes between 2015 and 2040 straight line interpolation between matching 2015 and 2040 scenarios is acceptable. To estimate AADT volumes between 2040 and 2045 straight line extrapolation
using matching 2015 and 2040 scenarios is acceptable. It is never acceptable to interpolate or extrapolate using non‐matching scenarios.
cc: (via e-mail as PDF attachments): Glenn Mumford, PE, Roadway Design Unit Jamal Alavi, PE, Transportation Planning Branch
Michael Orr, AICP, Transportation Planning Branch Pamela Cook, Transportation Planning Branch
Brian Wert, PE, Transportation Planning Branch James Dunlop, PE, Congestion Management Section
Anil Panicker, Division 12 Planning Engineer Zahid Baloch, PE, Project Development and Environmental Analysis Branch
L E G E N D
PM
( d, t )D
Movement Prohibited
Proposed Roadway
PM Peak Period
D
PM
###
X
( d, t )
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
WBS:
DIVISION:
TIP:
COUNTY:
PREPARED BY:
DATE:
PROJECT:
AVERAGE ANNUAL DAILY TRAFFIC
2015
IredellCatawba /
12
37944.1.1
Stantec Consulting
Widen NC 150 to Multi-lanes
NC Hwy 150
E.
Maiden R
d.
NC B
us. 16
NC Hwy 150
Grassy Cre
ek R
d.
Mt. Pleasant
Rd.
Little M
ountain R
d.
NC Hwy 150
Sla
nting Bridge R
d.
Sherrills F
ord R
d.
Kiser Isla
nd R
d.
Gre
en
wood R
d.
McCrary R
d.
Robinson R
d.
Perth R
d.
Doolie R
d.
Ervin R
d.
Park
Morris
on Pla
ntation
Bluefield R
d.
Willia
mson R
d.
Sheet 1 of 2
B
BPM
60 10
PM
60 10
( 4, 2 )
PM
10
( 3, 9 )
10
( 3, 9 )
PM
9
( 4, 1 )
65
PM
10
( 5, 3 )
55
PM
10
55
PM
55 10
PM
12
( 4, 1 )
55
PM
11
( 4, 1 )
65
PM
55 10
PM
60 10
PM
10
55
PM
10
( 2, 1 )
55
PM
11
( 3, 1 )
55
PM
9
( 2, 1 )
55
PM
9
( 3, 1 )
60
PM
12
( 4, 1 )
75
PM
9
( 3, 1 )
60
PM
10
( 2, 1 )
60
PM
10
PM
12
55
65
AM
PM
15
75
Station
Mars
hall Ste
am
IRE
DE
LL
CA
TA
WB
A
PM
55
11
PM
55
11
Crossin
g E
ntrance
Mooresville
Targ
et Entrance
5 2
17
37
88 3
6
8
2
8
7
209
11
75
51
140
25
11
111
178
12
52
445
5 4
140
182
45
63
794
54
261
30
37
105
48
49
148
19
45
9
305
86
23
A
A
A
A
105
15
99
42
19
60
23
11
17
62
30
28
47
4
31
7 72393
3
33
8
34
26
11
54
82
31
NC 1
6 B
ypass
PM
55 10
( 5, 3 )
55
55
1-
PM
60 10
PM
55 9
PM
55 8
218171174 312 390178
Less than 50 VPD
Day (VPD) in 100sNo. of Vehicles Per
Peak Hour Volume as % of ADTK
K
( 3, 1)
(2, 1 )
160
( 1, 4)
( 1, 5)
PM
55
9
PM
8
( 7, 1 )
55
( 5, 1)
PM
9
( 3, 1 )
60
960
( 3, 1)
PM
PM
955
131133113132
278 288
LOCATION:
R-2307 & I-5717
US 21 / NC 150 InterchangeNC 150 from NC 16 to just west of the
No-Build
126 105 110
PM
55 10
PM
60 10
PM
60 10
( 4, 2 )
PM
55 9
PM
55 8
( 5, 3 ) ( 5, 3 ) ( 5, 3 ) ( 5, 3 )
( 5, 3 ) ( 5, 3 ) ( 5, 3 ) ( 4, 2 )
( 4, 2 )
( 4, 2 )( 4, 2 )
( 5, 3 )
( 3, 1)
( 6, 1
2 )
( 2, 1 )
PM
55 10
( 5, 3 )
PM
55 10
( 5, 3 )
JANUARY 2016
L E G E N D
PM
( d, t )D
Movement Prohibited
Proposed Roadway
PM Peak Period
D
PM
###
X
( d, t )
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
WBS:
DIVISION:
TIP:
COUNTY:
PREPARED BY:
DATE:
PROJECT:
AVERAGE ANNUAL DAILY TRAFFIC
2015
IredellCatawba /
12
37944.1.1
Stantec Consulting
Widen NC 150 to Multi-lanes
Food Lio
n A
ccess
Lo
wes A
ccess
Sheet 2 of 2
B
B
PM
55
PM
11
55
10
PM
9
PM
960
55
Talbert R
d.
Macle
od Dr.
PM
55 8
PM
PM
55
PM
960
PM
12
60
PM
10
55
PM
9
( 4, 2 )
55
PM
12
( 3, 1 )
55
PM
55
( 8, 2 )
12
Station Blv
d.
Norm
an
Center
Dr.
Regency
Drive
way
Center
Dr.
Corp
orate
25
39
30
75
20
6
4 2
22
14
4
14
86
47
2
28
11
390
83
50
372
31
15 14
19 52 71
33
71 56
26
8
10
815
78
66
89
34
1-
Rollin
g Hills R
d.
414 355 340 363 369I-77
NC Hwy 150
PM
8 55
PM
8 55
PM
8 55
Less than 50 VPD
Day (VPD) in 100sNo. of Vehicles Per
Peak Hour Volume as % of ADTK
K
114
( 3, 1)
457404
580
8
348 358
55
PM
955
LOCATION:
R-2307 & I-5717
US 21 / NC 150 InterchangeNC 150 from NC 16 to just west of the
No-Build
PM
60 9
( 3, 1 )
PM
PM
8
PM
55
10
PM
8
( 5, 1 )
55
43
30 21
1
4077
2
223 185
I-77
PM
9 55
PM
10 55
( 3, 1)
270
623
696
855
55
PM
12
( 3, 3 )
55
PM
55 10
PM
( 4, 8 )
PM
55
8
PM
8
( 1, 3
7 )
75
Station Blv
d.
Norm
an
6
24
47
23 70
3
740
17
20
14
175 128
I-77
PM
55 9
PM
55 9
( 3, 2)
168160
585
855
12
Lexus Dr.
Sunfish Dr.
Talbert R
d.
US 21/NC 115
Julian Dr.
Ave.
Gard
en C
enter
School Rd.Brawley
School Rd.Brawley
PM
55 8
PM
55 9
99
81
119
5
64
20
( 4, 2 )
( 4, 2 )
( 4, 2 ) ( 4, 2 ) ( 4, 2 ) ( 4, 2 )
( 2, 1 )
( 2, 1 )
( 2, 1 )
( 2, 1 )
( 4, 8 )
( 4, 8 )
( 4, 8 )
( 3, 1)
( 3, 1)
( 3, 1)
( 3, 1)
( 3, 1 ) ( 3, 1 )
( 4, 2 ) ( 4, 8 ) ( 3, 5 )
PM
55 10
( 4, 2 )
PM
8 55
( 4, 2 )
PM
8 55
( 4, 2 )
JANUARY 2016
L E G E N D
PM
( d, t )D
Movement Prohibited
Proposed Roadway
PM Peak Period
D
PM
###
X
( d, t )
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
WBS:
DIVISION:
TIP:
COUNTY:
PREPARED BY:
DATE:
PROJECT:
AVERAGE ANNUAL DAILY TRAFFIC
2015
IredellCatawba /
12
37944.1.1
Stantec Consulting
Widen NC 150 to Multi-lanes
Sheet 1 of 2
1- Less than 50 VPD
Day (VPD) in 100sNo. of Vehicles Per
Peak Hour Volume as % of ADTK
K
LOCATION:
R-2307 & I-5717
US 21 / NC 150 InterchangeNC 150 from NC 16 to just west of the
Build
PM
PM
PM
PM
PM PMPM
PM
PM
PM
PMPM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM PM PM
PM
PM
PM
PM
PM
PM PM
PMPM
PM
PM
PMPM
12
55
67
5512
204
74
16
5 5
955
1060
( 2, 1 )
( 3, 1)
(2, 1 )
4324
1 1
188
9
19 14
190171
10
65
( 3, 1)
1060
( 5, 3 )
1060
( 5, 3 )
1 1-170 190
1060
( 2, 1 )
10
60
( 5, 3 )
10
60 ( 5, 3 )
NC Hwy 150
E.
Maiden R
d.
NC B
us. 16
NC Hwy 150
Grassy Cre
ek R
d.
Mt. Pleasant
Rd.
Little M
ountain R
d.
NC Hwy 150
Sla
nting Bridge R
d.
Sherrills F
ord R
d.
Kiser Isla
nd R
d.
Gre
en
wood R
d.
McCrary R
d.
Robinson R
d.
Perth R
d.
Doolie R
d.
Ervin R
d.
Park
Morris
on Pla
ntation
Bluefield R
d.
Willia
mson R
d.
B
B60 10
55 1060 10
( 4, 2 )
10
10
( 3, 9 )
965
10
55
10
55
55 10
12
55
11
65
60 10
10
55
10
55
11
55
955
960
12
75
960
10
60
10
12
55
65
AM
15
75
Station
Mars
hall Ste
am
IRE
DE
LL
CA
TA
WB
A
55
11
55
11
Crossin
g E
ntrance
Mooresville
Targ
et Entrance
5 2
17
29
710 3
6
8
2
8
7
216
11
67
44
165
25
12
113
204
12
49
434
5 5
142
182
47
61
754
52
263
30
40
106
48
149
21
49
8
308
83
A
A
A
A
123
15
94
48
22
63
17
12
17
51
30
29
41
5
59
7 1228
90
2
32
8
34
30
11
54
82
30
NC 1
6 B
ypass
55 10
( 5, 3 )
55
55
60 10 55 9 55 8
225191194 326 394204
178
55
98
55
960
960
955
166178152136
290 302
157 138
55 10 60 10
60 10
24
49
55 9
55 8( 5, 3 )( 5, 3 )( 5, 3 )
( 5, 3 )( 5, 3 )( 5, 3 )( 5, 3 )
( 4, 2 )
( 4, 2 )
( 4, 2 )( 4, 2 )( 4, 2 )
( 3, 9 )
( 4, 1 )
( 5, 3 )
( 5, 3 )
( 4, 1 )
( 4, 1 )
( 3, 1 )
( 3, 1)
( 3, 1)
(2, 1 )
( 3, 1)
( 3, 1 )
( 6, 1
2 )
( 2, 1 )
( 7, 1 )
( 5, 1)
( 4, 1 )
( 3, 1 )
( 2, 1 )
( 3, 1 )
( 1, 5)
( 1, 4)
( 2, 1 )
( 2, 1 )
60 10
( 5, 3 )
55 10
( 5, 3 )
55 10
( 5, 3 )
PM
12
55
(2, 1 )
145
12
145
Sla
nting Bridge R
d.
Sherrills F
ord R
d.
NC Hwy 150
(see inset for Alternative 2)Alternative 1
Alternative 2
JANUARY 2016
Hwy 150Old NC
Hwy 150Old NC
NC Hwy 150
NC Hwy 150
L E G E N D
PM
( d, t )D
Movement Prohibited
Proposed Roadway
PM Peak Period
D
PM
###
X
( d, t )
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
WBS:
DIVISION:
TIP:
COUNTY:
PREPARED BY:
DATE:
PROJECT:
AVERAGE ANNUAL DAILY TRAFFIC
2015
IredellCatawba /
12
37944.1.1
Stantec Consulting
Widen NC 150 to Multi-lanes
Food Lio
n A
ccess
Lo
wes A
ccess
Sheet 2 of 2
B
B
PM
55
PM
11
55
10
PM
9
PM
960
55
Talbert R
d.
Macle
od Dr.
PM
55 8
PM
PM
55
PM
960
PM
12
60
PM
10
55
PM
955
PM
12
55
PM
55
12
Station Blv
d.
Norm
an
Center
Dr.
Regency
Drive
way
Center
Dr.
Corp
orate
25
39
32
76
21
6
3 3
22
14
4
14
84
47
2
28
11
394
83
50
376
31
15 14
19 52 73
33
70 58
30
8
10
915
85
66
89
34
1-
Rollin
g Hills R
d.
425 364 354 376 382I-77
NC Hwy 150
PM
8 55
PM
8 55
PM
8 55
Less than 50 VPD
Day (VPD) in 100sNo. of Vehicles Per
Peak Hour Volume as % of ADTK
K
124
462409
580
8
360 371
55
PM
955
LOCATION:
R-2307 & I-5717
US 21 / NC 150 InterchangeNC 150 from NC 16 to just west of the
PM
60 9
PM
PM
8
PM
55
10
PM
855
43
31 21
1
4078
2
220 181
I-77
PM
9 55
PM
10 55
269
623
696
855
55
PM
12
55
PM
55 10
PM
PM
55
8
PM
875
Station Blv
d.
Norm
an
6
24
47
23 70
3
740
17
20
14
128
I-77
PM
55 9
PM
55 9
168160
585
855
12
Lexus Dr.
Sunfish Dr.
Talbert R
d.
US 21/NC 115
Julian Dr.
Ave.
Gard
en C
enter
School Rd.Brawley
School Rd.Brawley
Build
98
82
120
5
64
175
20
8
PM
55 9
PM
55 ( 4, 2 )( 4, 2 )( 4, 2 )( 4, 2 )
( 4, 2 )
( 4, 2 )
( 2, 1 )
( 2, 1 )
( 2, 1 )
( 2, 1 )
( 4, 8 )
( 4, 8 )
( 4, 8 )
( 4, 8 )
( 3, 1)
( 3, 1)
( 3, 1)
( 3, 1)
( 3, 1)
( 4, 2 )
( 8, 2 )
( 3, 1 )
( 3, 1 )( 3, 1 )( 3, 1 )
( 5, 1 )
( 3, 1)
( 4, 2 ) ( 4, 8 ) ( 3, 5 )
( 3, 3 )
( 1, 3
7 )
( 3, 2)
PM
55 10
( 4, 2 )
JANUARY 2016
L E G E N D
PM
( d, t )D
Movement Prohibited
Proposed Roadway
PM Peak Period
D
PM
###
X
( d, t )
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
WBS:
DIVISION:
TIP:
COUNTY:
PREPARED BY:
DATE:
PROJECT:
AVERAGE ANNUAL DAILY TRAFFIC
2040
IredellCatawba /
12
37944.1.1
Stantec Consulting
Widen NC 150 to Multi-lanes
NC Hwy 150
E.
Maiden R
d.
NC B
us. 16
NC Hwy 150
Grassy Cre
ek R
d.
Mt. Pleasant
Rd.
Little M
ountain R
d.
NC Hwy 150
Sla
nting Bridge R
d.
Sherrills F
ord R
d.
Kiser Isla
nd R
d.
Gre
en
wood R
d.
McCrary R
d.
Robinson R
d.
Perth R
d.
Doolie R
d.
Ervin R
d.
Park
Morris
on Pla
ntation
Bluefield R
d.
Willia
mson R
d.
Sheet 1 of 2
B
BPM
60 10
PM
60 10
( 4, 2 )
PM
10
10
PM
965
PM
10
55
PM
10
55
PM
55 10
PM
12
55
PM
11
65
PM
55 10
PM
60 10
PM
10
55
PM
10
55
PM
11
55
PM
955
PM
960
PM
12
70
PM
960
PM
10
60
PM
10
PM
12
55
65
AM
PM
15
75
Station
Mars
hall Ste
am
IRE
DE
LL
CA
TA
WB
A
PM
55
11
PM
55
11
Crossin
g E
ntrance
Mooresville
Targ
et Entrance
8 3
28
613
1513 4
8
12
3
11
11
284
16
98
68
191
37
13
317
242
19
74
628
9 6
162
305
58
7
59
336
44
57
133
68
55
181
23
57
10
389
26
A
A
A
A
157
22
70
25
81
40
17
27
106
49
43
70
4
48
7 5314
35
10
40
35
19
60
90
35
NC 1
6 B
ypass
PM
55 10
( 5, 3 )
55
55
1-
PM
60 10
PM
55 9
PM
55 8
297232237 399 500242
Less than 50 VPD
Day (VPD) in 100sNo. of Vehicles Per
Peak Hour Volume as % of ADTK
K
230
PM
55
9
PM
855
PM
960
960
PM
PM
955
180182155180
357 369
LOCATION:
R-2307 & I-5717
US 21 / NC 150 InterchangeNC 150 from NC 16 to just west of the
No-Build
123
161
172 143 150
PM
55 10PM
60 10
105 145
( 5, 3 ) ( 5, 3 ) ( 5, 3 )
( 5, 3 )
( 5, 3 ) ( 5, 3 ) ( 5, 3 )
PM
60 10
( 4, 2 ) ( 4, 2 ) ( 4, 2 )
( 3, 9 )
( 3, 9 )
( 4, 1 )
( 5, 3 )
( 5, 3 )
( 4, 1 )
( 4, 1 )
( 3, 1 )
( 3, 1)
( 3, 1)
(2, 1 )
( 3, 1)
( 3, 1 )
( 6, 1
2 )
( 2, 1 )
( 7, 1 )
( 5, 1)
( 4, 1 )
( 3, 1 )
( 2, 1 )
( 3, 1 )
( 1, 5)
( 1, 4)
( 2, 1 )
( 2, 1 )
PM
55 10
( 5, 3 )
PM
55 10
( 5, 3 )
PM
60 10
( 5, 3 )
PM
55 9
( 4, 2 )PM
55 8
( 4, 2 )
79
JANUARY 2016
L E G E N D
PM
( d, t )D
Movement Prohibited
Proposed Roadway
PM Peak Period
D
PM
###
X
( d, t )
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
WBS:
DIVISION:
TIP:
COUNTY:
PREPARED BY:
DATE:
PROJECT:
AVERAGE ANNUAL DAILY TRAFFIC
2040
IredellCatawba /
12
37944.1.1
Stantec Consulting
Widen NC 150 to Multi-lanes
Food Lio
n A
ccess
Lo
wes A
ccess
Sheet 2 of 2
B
B
PM
55
PM
11
55
10
PM
9
PM
960
55
Talbert R
d.
Macle
od Dr.
PM
55 8
PM
55
PM
960
PM
12
60
PM
10
55
PM
955
PM
12
55
PM
55
12
Station Blv
d.
Norm
an
Center
Dr.
Regency
Drive
way
Center
Dr.
Corp
orate
30
47
43
95
23
8
4 4
55
17
10
17
91
45
3
30
14
500
90
56
477
35
17 19
23 61
42
88 70
30
10
13
1123
94
90
50
1-
Rollin
g Hills R
d.
531 455 444 452 453
NC Hwy 150
PM
8 55
PM
8 55
PM
8 55
Less than 50 VPD
Day (VPD) in 100sNo. of Vehicles Per
Peak Hour Volume as % of ADTK
K
132
139
587518 451 440
PM
955
LOCATION:
R-2307 & I-5717
US 21 / NC 150 InterchangeNC 150 from NC 16 to just west of the
No-Build
PM
60 9
PM
55
10
PM
855
29 34
5
5462
3
316 310
PM
9 55
PM
10 55
280
PM
12
55
PM
55 10
PM
PM
55
8
PM
875
Station Blv
d.
Norm
an
6
38
56
28 92
3
749
21
24
18
246 186
I-77
PM
55 9
PM
55 9
236224
753
855
12
Lexus Dr.
Sunfish Dr.
Talbert R
d.
US 21/NC 115
Julian Dr.
Ave.
Gard
en C
enter
School Rd.Brawley
School Rd.Brawley
PM
55 8
PM
55 9
105
101
81 112
119
11
92
24
( 4, 2 )
( 4, 2 )
( 4, 2 ) ( 4, 2 ) ( 4, 2 ) ( 4, 2 )
( 2, 1 )
( 2, 1 )
( 2, 1 )
( 2, 1 )
( 4, 8 )
( 3, 1)
( 3, 1)
( 3, 1)
( 3, 1)
( 3, 1)
( 4, 2 )
( 8, 2 )
( 3, 1 )
( 3, 1 ) ( 3, 1 ) ( 3, 1 )
( 5, 1 )
( 3, 1)
( 4, 2 ) ( 4, 8 ) ( 3, 5 )
( 3, 3 )
( 1, 3
7 )
( 3, 2)
PM
8 55
( 4, 2 )
PM
8 55
( 4, 2 )
PM
55 10
( 4, 2 )
I-77
Total
975
GP 871
ML 104
PM
755
( 5, 9 )
GP
PM
16
70
( -, - )
ML
Total
845
GP 741
ML 104
PM
755
( 5, 9 )
GP
PM
16
70
( -, - )
ML
I-77
8
PM
755
( 5, 9 )
GP
PM
16
70
( -, - )
MLTotal
763
GP 659
ML 104
Northern TerminusI-77 Managed Lane
PM
55
( 4, 8 )
763
JANUARY 2016
L E G E N D
PM
( d, t )D
Movement Prohibited
Proposed Roadway
PM Peak Period
D
PM
###
X
( d, t )
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
WBS:
DIVISION:
TIP:
COUNTY:
PREPARED BY:
DATE:
PROJECT:
AVERAGE ANNUAL DAILY TRAFFIC
2040
IredellCatawba /
12
37944.1.1
Stantec Consulting
Widen NC 150 to Multi-lanes
Sheet 1 of 2
1- Less than 50 VPD
Day (VPD) in 100sNo. of Vehicles Per
Peak Hour Volume as % of ADTK
K
LOCATION:
R-2307 & I-5717
US 21 / NC 150 InterchangeNC 150 from NC 16 to just west of the
Build
PM
PM
PM
PM
PM PMPM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM
PM PM PM
PM
PM
PM
PM
PM
PM PM
PMPM
PM
PMPM
12
55
12
1
955
1060
( 2, 1 )
( 3, 1)
(2, 1 )
1 1
10
( 3, 1)
1060
( 5, 3 )
1060
( 5, 3 )
1-
1060
( 2, 1 )
10
60
( 5, 3 )
10
60 ( 5, 3 )
NC Hwy 150
E.
Maiden R
d.
NC B
us. 16
NC Hwy 150
Grassy Cre
ek R
d.
Mt. Pleasant
Rd.
Little M
ountain R
d.
Sla
nting Bridge R
d.
Sherrills F
ord R
d.
Kiser Isla
nd R
d.
Gre
en
wood R
d.
McCrary R
d.
Robinson R
d.
Perth R
d.
Doolie R
d.
Ervin R
d.
Park
Morris
on Pla
ntation
Bluefield R
d.
Willia
mson R
d.
B
B60 10
60 10
( 4, 2 )
10
10
( 3, 9 )
965
10
55
10
55
55 10
12
55
11
65
55 10
60 10
10
55
10
55
11
55
955
960
12
960
10
60
10
12
55
65
AM
15
75
Station
Mars
hall Ste
am
IRE
DE
LL
CA
TA
WB
A
55
11
55
11
Crossin
g E
ntrance
Mooresville
Targ
et Entrance
5
9
10 3
2
A
A
A
A
34
NC 1
6 B
ypass
55 10
( 5, 3 )
55
55
60 10 55 9 55 8
55
98
55
960
960
955
55 10 60 10
60 1055 9
55 8( 5, 3 )( 5, 3 )( 5, 3 )
( 5, 3 )( 5, 3 )( 5, 3 )( 5, 3 )
( 4, 2 )
( 4, 2 )
( 4, 2 )( 4, 2 )( 4, 2 )
( 3, 9 )
( 4, 1 )
( 5, 3 )
( 5, 3 )
( 4, 1 )
( 4, 1 )
( 3, 1 )
( 3, 1)
( 3, 1)
(2, 1 )
( 3, 1)
( 3, 1 )
( 6, 1
2 )
( 2, 1 )
( 7, 1 )
( 5, 1)
( 4, 1 )
( 3, 1 )
( 2, 1 )
( 3, 1 )
( 1, 5)
( 1, 4)
( 2, 1 )
( 2, 1 )
55 10
( 5, 3 )
55 10
( 5, 3 )
PM
12
55
(2, 1 )
19
224170
49 82
219
8 14
209
110
42
3 39
245
11 38
277198
147
228 238
6 16
22
37
49
12
213
8
27
19
38
20 8
12 58
5 63
106
71
80
19
258 320
320
10
19
29
19
330
6
331
11
372
9
13
16
11
389
55 60
7 43
430 480
133
68
70
11
106 59
28181
55
450 458
60
14 35
45
90
468
30 61
118 148
160
335
529
80
68
224 280
250
251
31
6 10
7
11
30 70
109
65
291
29 320
291
Sla
nting Bridge R
d.
Sherrills F
ord R
d.
(see inset for Alternative 2)Alternative 1
Alternative 2
JANUARY 2016
Alternative 2
Hwy 150Old NC
NC Hwy 150 NC Hwy 150
Hwy 150Old NC
NC Hwy 1501
NC Hwy 150
L E G E N D
PM
( d, t )D
Movement Prohibited
Proposed Roadway
PM Peak Period
D
PM
###
X
( d, t )
Peak Hour Directional Split (%)
Indicates Direction of D
Duals, TT-STs (%)
WBS:
DIVISION:
TIP:
COUNTY:
PREPARED BY:
DATE:
PROJECT:
AVERAGE ANNUAL DAILY TRAFFIC
2040
IredellCatawba /
12
37944.1.1
Stantec Consulting
Widen NC 150 to Multi-lanes
Food Lio
n A
ccess
Lo
wes A
ccess
Sheet 2 of 2
B
B
PM
55
PM
11
55
10
PM
9
PM
960
55
Talbert R
d.
Macle
od Dr.
PM
55 8
PM
PM
55
PM
960
PM
12
60
PM
10
55
PM
955
PM
12
55
PM
55
12
Station Blv
d.
Norm
an
Center
Dr.
Regency
Drive
way
Center
Dr.
Corp
orate
31
47
36
90
26
8
4 4
55
16
10
15
99
56
4
30
13
529
90
55
508
35
17 22
26 56
42
80 79
31
9
13
1123
99
92
48
1-
Rollin
g Hills R
d.
567 487 495 526 534I-77
PM
8 55
PM
8 55
PM
8 55
Less than 50 VPD
Day (VPD) in 100sNo. of Vehicles Per
Peak Hour Volume as % of ADTK
K
138
594538
8
500 519
55
PM
955
LOCATION:
R-2307 & I-5717
US 21 / NC 150 InterchangeNC 150 from NC 16 to just west of the
PM
60 9
PM
PM
55
10
PM
855
30 34
5
5961
3
310 310
I-77
PM
9 55
PM
10 55
274
755
PM
12
55
PM
55 10
PM
PM
55
8
PM
875
Station Blv
d.
Norm
an
6
38
56
28 92
3
749
21
24
18
246 186
I-77
PM
55 9
PM
55 9
236224
750
855
12
Lexus Dr.
Sunfish Dr.
Talbert R
d.
US 21/NC 115
Julian Dr.
Ave.
Gard
en C
enter
School Rd.Brawley
School Rd.Brawley
Build
104
PM
55 9
PM
55 8129 103
85 117
123
11
92
24
( 4, 2 )( 4, 2 )( 4, 2 )( 4, 2 )( 4, 2 )
( 4, 2 )
( 2, 1 )
( 2, 1 )
( 2, 1 )
( 2, 1 )
( 4, 8 )
( 4, 8 )
( 5, 9 )
( 3, 1)
( 3, 1)
( 3, 1)
( 3, 1)
( 3, 1)
( 4, 2 )
( 8, 2 )
( 3, 1 )
( 3, 1 )( 3, 1 )( 3, 1 )
( 5, 1 )
( 3, 1)
( 4, 2 ) ( 4, 8 ) ( 3, 5 )
( 3, 3 )
( 1, 3
7 )
( 3, 2)
PM
55 10
( 4, 2 )
PM
8 55
( 4, 2 )
PM
8 55
( 4, 2 )
Total
971
GP 867
ML 104
Total
833
GP 729
ML 104
GP
PM
16
70
( -, - )
ML
PM
755
( 5, 9 )
GP
PM
16
70
( -, - )
ML
760
Total
760
GP 656
ML 104
Northern TerminusI-77 Managed Lane
PM
755
( 5, 9 )
GP
PM
16
70
( -, - )
ML
JANUARY 2016