american association of state highway and transportation ......2 the purpose of the united states...

LEGEND

7

5

2

1

PROPOSED U.S. 24

EXISTING U.S. 24

(6.510)

AND MILEAGE

CONTROL POINT

(9.910)

AND MILEAGE

CONTROL POINT

(0.000)

AND MILEAGE

CONTROL POINT

(0.521)

AND MILEAGE

CONTROL POINT

3

(2.120)

AND MILEAGE

CONTROL POINT

4(3.820)

AND MILEAGE

CONTROL POINT

6

(8.170)

AND MILEAGE

CONTROL POINT

(4.310 MILES)

(9.910 MILES)EXISTING U.S. 24 (4.310 MILES)

PROPOSED U.S. 24 (9.910 MILES)

(August 2018)

American Association of State Highway and Transportation Officials

An Application from the State Highway or Transportation Department of North Carolina for:

Elimination of a U.S. (Interstate) Route AASHTO Use Only Establishment of a U.S. (Interstate) Route

Extension of a U.S. (Interstate)Route

Relocation of a U.S. (Interstate) Route

Establishment of a U.S. Alternate Route

Establishment of a Temporary U.S. Route

**Recognition of a Business Route on U.S. (Interstate) Route

**Recognition of a By-Pass Route on U.S. Route US 74 Bypass

Between US 74 East of I-485 (Union County) and US 74 West of Marshville (Union County)

The following states or states are involved:

North Carolina

• **“Recognition of…”A local vicinity map needed on page 3. On page 6 a short statement to the effect that there are no deficiencies on proposed routing, if true, will suffice.

• If there are deficiencies, they should be indicated in accordance with page 5 instructions. • All applications requesting Interstate establishment or changes are subject to concurrence and approval

by the FHWA

DATE SUBMITTED: August 31, 2018 SUBMIT APPLICATION ELECTRONICALLY TO [email protected]

• *Bike Routes: this form is not applicable for US Bicycle Route System • Different actions require separate applications even for the same route

mailto:[email protected]

http://www.transportation.org/sites/route/docs/USBRS%20Electronic%20Application%20Form%20Final%20Draft%20CLEAN%207-17-09.doc

2

The purpose of the United States (U.S.) Numbered Highway System is to facilitate travel on the main interstate

highways, over the shortest routes and the best available roads. A route should form continuity of available facilities

through two or more states that accommodate the most important and heaviest motor traffic flow in the area.

The routes comprising the National System of Interstate and Defense Highways will be marked with its own distinctive

route marker shield and will have a numbering system that is separate and apart from the U.S. Numbered Highway

System. For the convenience of the motorist, there must be continuity and a uniform pattern of marking and numbering these Interstate routes without regard to state lines.

The U.S. Numbered System was established in 1926 and the Interstate Numbered System was established in 1956. Both have reached the period of review, revision, and consolidation. They now need perfecting rather than expansion.

Therefore, any proposed alteration in the established systems should be extremely meritorious and thoroughly, though concisely, explained in order that the Special Committee on U.S. Route Numbering and the Standing Committee on

Highways of the Association may give prompt and proper consideration to each and every request made by a member department.

Explanation and Reasons for the Request: (Keep concise and pertinent.) The proposed route, also known as the Monroe Expressway, is a proposed full controlled access, four-lane, toll facility and is 18.72 miles in length. This route is expected to improve mobility and capacity in the area by serving as a bypass to existing US 74. Once completed, the Monroe Expressway will be operated by the North Carolina Turnpike Authority.

Date facility available to traffic November 27, 2018

Does the petition propose a new routing over a portion of an existing U.S. Route? No If so, where?

Does the petition propose a new routing over a portion of an existing Interstate Route? No If so, where?

3

Map of state, or portion thereof, indicating proposed addition or change in the U.S. Numbered or Interstate

Numbered System:

Send your PDF color map to [email protected] with this application.

(Indicate termini and control points on the map for the route, and number them in sequence. Use the same numbers in

column 1 tabulation, page 6, when listing mileage. Towns, cities, major highway intersections and state lines to be

used as control points. The top of column 1, page 6, will be one terminus, and column 1 will give the log of the route as

needed to describe the route in the Association publication U.S. Numbered Highways if the application is approved by the

Standing Committee on Highways.)


4

The State agrees and pledges its good faith that it will not erect, remove, or change any U.S. or Interstate Route Markers

on any road without the authorization, consent, or approval of the Standing Committee on Highways of the American

Association of State Highway and Transportation Officials, not withstanding the fact that the changes proposed are

entirely within this State.

The weighted average daily traffic volume along the proposed route, as shown on the map on page 3, is 22,600

as compared to N/A for the year 2018 for the remaining portions of this U.S. Numbered Route in the State.

The Purpose and Policy in the Establishment and Development of the United States Numbered Highways, as Retained from October 3, 1991 or the Purpose and Policy in the Establishment of a Marking System of the Routes Comprising the National System of Interstate and Defense Highways as Retained from August 10, 1973 has been read and is accepted.

In our opinion, this petition complies with the above applicable policy.

(Signature)

Chief Executive Officer

(Member Department)

This petition is authorized by official action of

under date of as follows: (Copy excerpt from minutes.)

All applications must be endorsed by the member department CEO. A letter from your Chief Executive Officer with the

CEO’s signature is sufficient when submitting your application, if you choose not to include the signature on this form.

NCDOT Chief Engineer's Office

5

Instructions for Preparation of Page 6

Column 1: Control Points and Mileage. Top of column is one terminus of road. Indicate control points by identical

number as shown on map on page 3. Show mileage between control points in miles and tenths.

Column 2: Pavement Type.

High type, heavy duty

Intermediate type

Low type, dustless

Not paved

Code

H

I

L (show in red)

N (show in red)

Column 3: Pavement Condition

Excellent Good Fair

Poor

Code

E G

F (show in red) P (show in red)

NOTE: In columns 2 and 3, where pavements types and conditions change, the location of the change shall be indicated by a short horizontal line at the proper place opposite the mileage log and the proper code letter (shown above) shall be entered in the respective column between the locations so indicated.

Column 4: Traffic. Indicate average daily traffic volumes in this column. Points of changes in these data to be

indicated by short horizontal lines opposite the appropriate mileage point on the mileage log. Any existing main line rail crossing that is not separated shall be indicated at the appropriate mileage point by RXR - black if signalized - red if not protected by signals.

Columns 5 & 6 Pavement Width and Shoulder Width. These columns to be completed by comparing standards

of highway involved with applicable AASHTO standards. Entries that fall to the right of the tolerance

lines (dashed) should be shaded in red. If there are no deficiencies indicate by use of the word

NONE.

Columns 7 & 8 Major Structures. Show in these columns those structures that do not meet AASHTO standards.

Show by horizontal line sufficiently long to indicate percentage of deficiency. Portion on right of

tolerance line shall be shown in red. Indicate length of structure in feet immediately under the line. Any sub-standard highway underpass structure shall be shown opposite the appropriate mileage

point by the designation LP with the vertical clearance in feet following and shown in red. If there are no deficiencies indicate by the use of the word NONE.

Column 9: Vertical Sight Distance. Items to be shown in this column as a horizontal line, the length of

which will indicate the deficiency as determined in accordance with comparisons with comparable

AASHTO standards. Portions of the line past the tolerance line shall be shown in red.

Column 10: Horizontal Curvature. Curves in excess of AASHTO applicable standards to be shown in this

column by a short horizontal line with degree of curve shown immediately above the line. To be

shown in red.

Column 11 Percent Grades. Show by horizontal lines opposite proper mileage point on mileage log. Show

percent of grade above the line and length of grade in feet immediately below. To be shown in red.

What follows is an Excel worksheet that you can open by right clicking your mouse and select “Worksheet Object” – you can then Edit, Open or Convert but you must first unlock the form as show when inserting maps.

6

0

5

10

15

20

25

K

H E

13,400

None

D 30,500

E 31,000

F 27,300

A 28,900

B 28,900

C 30,400

J 14,600

G 27,300

H 27,300

I 20,800

None None None None None None

10 11

Attach additional sheet here if necessary

10 20 30 40 20 40 60 80 10 20 30 40 20

Pavement Width

Deficiency

Shoulder Width

Deficiency

Major StructuresVertical Sight

Distance Deficiency

Show When In Excess of

Standard

Roadway Width

DeficiencyH - Loading Deficiency Horizontal

CurvaturePercent Grade

Percent

60 80 M

ileag

e

Degree Length

Percent

60 80 20 4040

Contr

ol P

oin

ts a

nd

Mileage

Pavem

ent

Type

Pavem

ent

Conditio

n

Traff

ic A

DT

Comparison to Applicable AASHTO Design Standards

1 2 3 4 5 6 7 8 9

Percent Percent Percent

7

Contact Information: Renee B. Roach, PE 919-814-5020 (phone) 919-771-2745 (fax) [email protected]

The following description will be provided to the AASHTO Highways Special Committee on U. S. Route Number (USRN).

Where does the route begin? Where is it going? What type of facility is it traveling over? Explain the direction (north, east, south, and west) Name the focal point city or cities Total number of miles the route will cover Where does it end?

Begin your description here in unformatted single spaced paragraph format:

The proposed route begins at US 74 east of I-485 in Union County. It is going southeast toward Marshville. It is traveling along new alignment, which is a freeway facility. The route is going south and east. The focal point cities/towns along this route are Indian Trail, Hemby Bridge, Monroe, and Unionville. The route will cover approximately 18.72 miles. The route ends at US 74 west of Marshville.


US Route Number State Type Intersection Point to Point Accumulated Remarks74 North Carolina Regular Wrightsville Beach 0 0 Route begins

74 North Carolina Regular Wrightsville Beach 2 2 Joins U.S. 76

74 North Carolina Regular W. Wrightsville Beach 1 3 Leaves U.S. 76

74 North Carolina Regular Wilmington 4 7 Crosses U.S. 17

74 North Carolina Regular Wilmington 1 8 Crosses U.S. 17

74 North Carolina Regular Wilmington 5 13 Joins U.S. 421 and U.S. 17

74 North Carolina Regular Wilmington 2 15 Joins U.S. 17 and 76 and leaves U.S. 421

74 North Carolina Regular Jct. W. Wilmington 3 18 Leaves U.S. 17

74 North Carolina Regular Jct. E. Whiteville 39 57 U.S. 74 Bus., U.S. 76 Bus. begin and leave

74 North Carolina Business Jct. E. Whiteville 0 0

Route begins, leaves U.S. 74 and U.S. 76;

U.S. 76 Bus. begins and joins

74 North Carolina Business Whiteville 3 3 Crosses U.S. 701, U.S. 701 Bus.

74 North Carolina Business Chadbourn 7 10 U.S. 76 Bus. Ends; crosses U.S. 76

74 North Carolina Business Jct. N. Chadbourn 2 12 Route ends, rejoins U.S. 74

74 North Carolina Regular Whiteville 3 60 Crosses U.S. 701, U.S. 701 Bus.

74 North Carolina Regular Chadbourn 6 66 Leaves U.S. 76

74 North Carolina Regular Jct. N. Chadbourn 2 68 U.S. 74 Bus. Rejoins and ends

74 North Carolina Regular S. Lumberton 23 91

Crosses U.S. 74 Akt.; U.S. 74 Alt. begins and

leaves

74 North Carolina Alternate S. Lumberton 0 0

Route begins, leaves U.S. 74 and U.S. 76;

U.S. 76 Bus. begins and joins

74 North Carolina Alternate S. Lumberton 1 1 Crosses I-95 and U.S. 301

74 North Carolina Alternate Jct. E. Maxton 15 16

U.S. 74 Alt. ends; rejoins U.S. 74 and U.S. 74

Bus. begins

74 North Carolina Regular S. Lumberton 2 93 Crosses I-95 and U.S. 301

74 North Carolina Regular Jct. E. Maxton 15 108

U.S. 74 Alt. ends and U.S. 74 Bus. begins

and leaves

74 North Carolina Business Jct. E. Maxton 0 0 Route begins, leaves U.S. 74

74 North Carolina Business Jct. E. Laurinburg 7 7 Crosses U.S. 74

74 North Carolina Business Laurinburg 2 9 Joins U.S. 501 Bus.

74 North Carolina Business Laurinburg 1 10

Leaves U.S. 501 Bus., crosses U.S. 15 Bus.

and U.S. 401 Bus.

74 North Carolina Business Laurinburg 1 11 Crosses U.S. 15, U.S. 401, U.S. 501

74 North Carolina Business Jct. W. Laurinburg 2 13 Route ends, rejoins U.S. 74

74 North Carolina Regular Jct. E. Laurinburg 7 115 Crosses U.S. 74 Bus.

74 North Carolina Regular Laurinburg 3 118 Joins U.S. 501; U.S. 501 Bus. rejoins & ends

74 North Carolina Regular Laurinburg 1 119 Crosses U.S. 15 Bus., U.S. 401 Bus.

74 North Carolina Regular Laurinburg 1 120 Leaves U.S. 501; crosses U.S. 15 & U.S. 401

74 North Carolina Regular Jct. W. Laurinburg 3 123 U.S. 74 Bus. rejoins and ends

74 North Carolina Regular Jct. E. Hamlet 5 128 U.S. 74 Bus. Begins and leaves

74 North Carolina Business Jct. W. Hamlet 0 0 Route begins, leaves U.S. 74

74 North Carolina Business Rockingham 11 11 Crosses U.S. 1

74 North Carolina Business Jct. W. Rockingham 1 12 Crosses U.S. 220

74 North Carolina Business Jct. E. Rockingham 5 17 Route ends, rejoins U.S. 74

74 North Carolina Regular Rockingham 12 140 Crosses U.S. 1

74 North Carolina Regular Jct. W. Rockingham 4 144 Crosses U.S. 74 Bus.

74 North Carolina Regular Wadesboro 15 159 Joins U.S. 52

74 North Carolina Regular Wadesboro 2 161 Leaves U.S. 52

74 North Carolina Bypass W. Marshville 0 0 Route begins, leaves U.S. 74

74 North Carolina Bypass Monroe 9 9 Crosses U.S. 601

74 North Carolina Bypass Indian Trail 10 19 Joins U.S. 74

74 North Carolina Regular Monroe 25 186 Joins U.S. 601

74 North Carolina Regular Monroe 3 189 Leaves U.S. 601

74 North Carolina Regular Charlotte 23 212 Joins I-277

74 North Carolina Regular Charlotte 2 214 Crosses U.S. 21, I-77; I-277 ends

74 North Carolina Regular Charlotte 1 215 Joins U.S. 29

74 North Carolina Regular W. Charlotte 3 218 Crosses U.S. 521

74 North Carolina Regular Gastonia 15 233 Crosses U.S. 321

74 North Carolina Regular Jct. W. Gastonia 7 240 Crosses I-85; leaves U.S. 29

74 North Carolina Regular Jct. E. Kings Mountain 1 241 U.S. 74 Bus. Begins & leaves

74 North Carolina Business Jct. E. Kings Mountain 0 0 Route begins, laves U.S. 74

74 North Carolina Business Jct. W. Kings Mountain 5 5 Route ends, rejoins U.S. 74

74 North Carolina Regular Jct. W. Kings Mountain 7 248 U.S. 74 Bus. Rejoins and ends

74 North Carolina Regular Jct. E. Shelby 5 253 U.S. 74 Bus. begins and leaves

74 North Carolina Business Jct. E. Shelby 0 0 Route begins, leaves U.S. 74

74 North Carolina Business Shelby 6 6 Route ends, rejoins U.S. 74

74 North Carolina Regular Shelby 6 259 U.S. 74 Bus. rejoins and ends

74 North Carolina Regular E. Rutherfordton 8 267 U.S. 74 Bus. begins and leaves

74 North Carolina Business E. Rutherfordton 0 0 Route begins, leaves U.S. 74

74 North Carolina Business Forest City 10 10 Joins U.S. 221 Alt.

74 North Carolina Business Rutherfordton 5 15 Crosses U.S. 74

74 North Carolina Business Rutherfordton 1 16 Leaves U.S. 221 Alt., crosses U.S. 221

74 North Carolina Business Rutherfordton 1 17 Route ends, rejoins U.S. 74

74 North Carolina Regular Alexander Mills 9 276 Crosses U.S. 221 Alt.

74 North Carolina Regular Rutherfordton 5 281 Crosses U.S. 74 Bus.

74 North Carolina Regular Rutherfordton 1 282 U.S. 74 Bus. rejoins & ends

74 North Carolina Regular Ruth 1 283 Joins U.S. 64

74 North Carolina Regular Rutherfordton 1 284 Crosses U.S. 221

74 North Carolina Regular Bat Cave 22 306 Leaves U.S. 64

74 North Carolina Regular Asheville 20 326 Crosses I-40

74 North Carolina Regular Asheville 2 328 Crosses I-240

74 North Carolina Regular Asheville 1 329 Joins U.S. 70

74 North Carolina Regular Asheville 1 330 Joins I-240

74 North Carolina Regular Asheville 1 331 Crosses U.S. 25

74 North Carolina Regular Asheville 1 332 Leaves U.S. 70; joins U.S. 19 and U.S. 23

74 North Carolina Regular Asheville 1 333

U.S. 19 Bus. and U.S. 23 Bus. begin and

leave; leaves I-240

74 North Carolina Regular Asheville 2 335 U.S. 19 Bus. and U.S. 23 Bus. rejoin and end

74 North Carolina Regular S. Asheville 3 338 Crosses I-40

74 North Carolina Regular W. of Clyde 17 355 I-40 Connector joins and ends

74 North Carolina Regular E. of Lake Junaluska 2 357 U.S. 23 Bus. begins and leaves

74 North Carolina Regular S. of Lake Junaluska 1 358 Leaves U.S. 19

74 North Carolina Regular Jct. N. Waynesville 2 360 Crosses U.S. 276

74 North Carolina Regular S. Waynesville 3 363 U.S. 23 Bus. rejoins and ends

74 North Carolina Regular N. of Dillsboro 17 380 Joins U.S. 441, leaves U.S. 23

74 North Carolina Regular Wilmont 8 388 Leaves U.S. 441

74 North Carolina Regular Jct. W. Bryson City 9 397 Joins U.S. 19

74 North Carolina Regular Topton 20 417 Joins U.S. 129

74 North Carolina Regular E. Andrews 7 424 U.S. 19 Bus. begins and leaves

74 North Carolina Regular Jct. W. Andrews 3 427 U.S. 19 Bus. rejoins and ends

74 North Carolina Regular Jct. N.E. Murphy 12 439 U.S. 19 Bus. begins and leaves

74 North Carolina Regular Murphy 3 442 Joins U.S. 64; U.S. 19 Bus. rejoins and ends

74 North Carolina Regular Jct. S. Kinsey 5 447 Leaves U.S. 19 and U.S. 129

74 North Carolina Regular State Line 15 462 NONE

P

P

PP

P

P

P

P

PP

P

P

E

MECKLENBURG

UNION

""51

""207

""75

""84

""218

""205""200£¤601

£¤74

§̈¦485

Matthews

Lake Park

Monroe

Stallings

Marshville

Mint Hill

Fairview

HembyBridge

Unionville

Wesley Chapel

MineralSprings

Weddington

Indian Trail

Wingate

US 74 Bypass (Approx Distance = 18.72 miles)Segment A (from US 74 to Indian Trail Municipal Boundary, length = 0.98 miles)Segment B (from Indian Trail Municipal Boundary to Hemby Bridge Municipal Boundary, length = 1.40 miles)Segment C (from Hemby Bridge Municipal Boundary to Indian Trail Municipal Boundary, length = 1.11 miles)Segment D (within Indian Trail Municipal Boundaries, length = 1.43 miles)Segment E (from Indian Trail Municipal Boundary to Monroe Municipal Boundary, length = 1.13 miles)Segment F (from Monroe Municipal Boundary to Unionville Municipal Boundary, length = 1.02 miles)Segment G (from Unionville Municipal Boundary to Monroe Municipal Boundary, length = 2.19 miles)Segment H (from Monroe Municipal Boundary to US 601, length = 0.71 miles)Segment I (from US 601 to NC 200, length = 1.76 miles)Segment J (from NC 200 to Monroe Eastern Municipal Boundary, length = 0.54 miles)Segment K (from Monroe Eastern Municipal Boundary to US 74, length = 6.45 miles)County BoundaryMunicipal Boundary

¯0 1 2 3 40.5

Miles

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Created: 7/10/2018

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US 74 Bypass

(August 2018)



Elimination of a U.S. (Interstate) Route AASHTO Use Only Establishment of a U.S. (Interstate) Route I-295





**Recognition of a Business Route on U.S. (Interstate)

Route

**Recognition of a By-Pass Route on U.S. Route

Between SR 1007 (Cumberland County) and I-95 (Cumberland County)


North Carolina

**“Recognition of…”A local vicinity map needed on page 3. On page 6 a short statement to the effect that there are no deficiencies on proposed routing, if true, will suffice.

If there are deficiencies, they should be indicated in accordance with page 5 instructions.

All applications requesting Interstate establishment or changes are subject to concurrence and approval by the FHWA

DATE SUBMITTED: August 31, 2018

SUBMIT APPLICATION ELECTRONICALLY TO [email protected]

*Bike Routes: this form is not applicable for US Bicycle Route System

Different actions require separate applications even for the same route



2










Explanation and Reasons for the Request: (Keep concise and pertinent.) This section of roadway has been built to interstate standards and is currently open to traffic. The establishment of this interstate route will connect SR 1007 (All American Expressway) and the Fort Bragg Military Installation to I-95 in Cumberland County. This proposed interstate route will provide a logical connection to serve the growing transportation needs in the area. The FHWA approved the designation of this route as future I-295 on November 20, 2003 and indicated favorable consideration of the request for partial addition, when completed, for this section from SR 1007 (All American Expressway) to I-95.

Date facility available to traffic Currently Open to Traffic



3


Numbered System:








4

The State agrees and pledges its god faith that it will not erect, remove, or change any U.S. or Interstate Route Markers








(Signature)


(Member Department)






5






Intermediate type

Low type, dustless

Not paved

Code

H

I

L (show in red)

N (show in red)


Excellent Good Fair

Poor

Code

E G








NONE.










shown in red.




6

None

2.49

9


20 40

M

ileage

Pavem

ent

Conditio

n

Traff

ic A

DT


Pavement Width

Deficiency

Shoulder Width

Deficiency


Distance Deficiency


Standard

Roadway Width



Percent

Degree Length


10 20 30 40 20 40 60 80 10 20 30 40 60 8020

Contr

ol P

oin

ts a

nd

Mileage

10 11

Pavem

ent

Type

Percent

60 80

1 2 3 4 5 6 7

40

8

None

14

12

0

2

4

H

H G

24,000

19,000

21,000

22,000

None None None None

16

A

B

C

D

E

F

G

6

8

10

23,000

7





The route begins at SR 1007 (All American Expressway), bordering Fort Bragg Military Installation in Cumberland County. It is going north and east along existing alignment to I-95. The route is traveling along existing alignment, which is a multi-lane, divided, full control of access facility. The route is going north and east. The focal point cities along this route are Fayetteville and Eastover. The route will cover approximately 14.08 miles. The route ends at the I-95 interchange in Eastover, Cumberland County.


Cape Fear River

CapeFearRiver

Cape

Fea r

River

I-295 from SR 1007 (All American Expressway) to I-95Created: 3/9/2016Revised: 3/5/2018Revised: 4/5/2018

SOUTHPORT

§̈¦95

£¤301

£¤401

£¤401

All American Expy.

FORT BRAGG

EASTOVER

FAYETTEVILLE

I-295 (Approx. Distance = 14.08 miles)

Segment BSegment CSegment DSegment ESegment FSegment GSegment H

(within Fort Bragg Military Base, length= 1.94 miles)(from Fort Bragg Military Base to Fort Bragg Military Base, length= 1.06 miles)(within Fort Bragg Military Base, length= 1.38 miles)

(within Fayetteville Municipal Limits, length= 0.63 mile)(from Fayetteville Municipal Limits to US 401, length= 1.40 miles)(from US 401 to Eastover Municipal Limits, length= 4.78 miles)(from Eastover Municipal Limits to I 95, length= 1.89 miles)

Segment A

0 1 2 3Miles

(from Fort Bragg Military Base to Fayetteville Municipal Limits, length= 1.00 mile)

FAYETTEVILLE

¯

HARNETT

CUMBERLAND

§̈¦95

!P

!P

!P

!P !P

!P

!P

!P

!P

A

B

C

DE

FG

H

Municipal Boundary

County BoundaryFort Bragg

(August 2018)



Elimination of a U.S. (Interstate) Route AASHTO Use Only Establishment of a U.S. (Interstate) Route I-295 (future)





**Recognition of a Business Route on U.S. (Interstate)

Route

**Recognition of a By-Pass Route on U.S. Route

Between I-95 in Robeson County and US 401 in Cumberland County


North Carolina

**“Recognition of…”A local vicinity map needed on page 3. On page 6 a short statement to the effect that there are no deficiencies on proposed routing, if true, will suffice.

If there are deficiencies, they should be indicated in accordance with page 5 instructions.

All applications requesting Interstate establishment or changes are subject to concurrence and approval by the FHWA

DATE SUBMITTED: August 31, 2018

SUBMIT APPLICATION ELECTRONICALLY TO [email protected]

*Bike Routes: this form is not applicable for US Bicycle Route System

Different actions require separate applications even for the same route



2










Explanation and Reasons for the Request: (Keep concise and pertinent.) Segments A, B, C and a portion of D are currently under construction. The remaining portion of Segment D and Segment E in Cumberland County have a scheduled construction let date of December 2018. The proposed future I-295 route is a controlled access, divided, multi-lane freeway on new location. The portion of future I-295 from I-95 Exit 58 to US 401 (Raeford Road) in Cumberland County was approved on November 20, 2003 under 23 U.S.C. 103(c)(4)(B) as a future part of the Interstate System.

Date facility available to traffic June 15, 2022 (anticipated



3


Numbered System:








4

The State agrees and pledges its good faith that it will not erect, remove, or change any U.S. or Interstate Route Markers








(Signature)


(Member Department)






5






Intermediate type

Low type, dustless

Not paved

Code

H

I

L (show in red)

N (show in red)


Excellent Good Fair

Poor

Code

E G








NONE.










shown in red.




6

NoneNone None None None NoneNone

20,800

23,200

26,000

26,300

C

D

31,800 E

H G

0

2

4

A

B

16

6

8

10

14

12

Contr

ol P

oin

ts a

nd

Mileage

10 11

Pavem

ent

Type

Percent

60 80

1 2 3 4 5 6 7

40

8


10 20 30 40 20 40 60 80 10 20 30 40 60 8020

M

ileage

Pavem

ent

Conditio

n

Traff

ic A

DT


Pavement Width

Deficiency

Shoulder Width

Deficiency


Distance Deficiency


Standard

Roadway Width



Percent

Degree Length

9


20 40

7





The route begins at I-95 in Robeson County. It is going north and west along new alignment to US 401. The route is traveling along a multi-lane, divided, full control of access facility. The route is going north and west. The focal point cities along this route are Fayetteville and Hope Mills. The route will cover approximately 12.42 miles. The route ends at US 401 in Cumberland County.


!H

!H

!H

!H

!H

!H

CUMBERLAND

HOKE

CUMBERLANDROBESON

HOKE

ROBESON

HopeMills

Fayetteville

Parkton

§̈¦95

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Future I-295 (Approx. Distance = 12.42 miles)Segment A (from I-95 to US 301, length = 1.23 miles)Segment B (US 301 to Hope Mills Municipal Boundary, length = 4.57 miles)Segment C (within Hope Mills Municipal Boundaries, length = 0.26 miles)Segment D (from Hope Mills Municipal Boundary to Fayetteville Municipal Boundary, length = 3.03 miles)Segment E (from Fayetteville Municipal Boundary to US 401, length = 3.33 miles)Railroad TrackMajor Hydrography (Streams/Rivers)Municipal BoundaryCounty Boundary

¯0 1 2 3 40.5

Miles

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Future I-295

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Created: 07/27/2018

AMERICAN ASSOCIATION □ F'

STATE HIGHWAY AN □ TRANSPORTATION OFFICIALS

e..v��ANtLIAg APPLICATION FOR DESIGNATION OF A

U.S. BICYCLE ROUTE (AUGUST, 2018)

Member State Submitting Application: OHIO USBR No. 50

This is an application for (please check):

D Establishment of a new U.S. Bicycle Route or segment

{gl Realignment an existing U.S. Bicycle Route D Deletion of a U.S. Bicycle Route or segment

Route Connects Indiana

(e.g., State Border, International Border, Existing US Bicycle Route, etc.)

The following state or states are involved: Indiana, Ohio, West Virginia

Map and Route Log

Attachment A: Map (PDF the map in color and attach to this form)

Attachment B: Route Log

Date: 8/31/18

and West Virginia

Use the following form (or similarly formatted spreadsheet file labeled "Attachment B" and submitted with your application) for turn-by-turn details of the U.S. Bicycle Route you are proposing for designation.

Starting P6int of Route Miles traveled on Turn location and road General Direction of or Realignment this facility name/ desianation Travel •ATTACHED•

Terminus: Cox Rd Into Total Mileage: Indiana 309.6 miles

Application, Page 1

The route realignment is only happening in London, OH and is a very short stretch (0.47 miles). In the attached document it is the orange route highlighted that is the new route (from the black dashed line below it, which is the original route). In the attached EXCEL sheet it is the highlighted section (#117-#120). The below image also shows where in the grand scheme of the route the change is occurring.

OrderStarting Point of

Route or Realignment

Miles traveled on this facility

Turn location and road name/ designation

General Direction of

TravelCounty

1

Enter OH from WV on market street/

SR 43 5.5 Continue onto Cadiz Rd West Jefferson2 Cardiz Rd 4.5 Continue onto County Rd West Jefferson3 County Rd 22A 1.3 Continue onto OH-152 S NorthWest Jefferson

4OH-152 S

1.5Continue onto County Rd

22A/E Steubenville St South Jefferson

5County Rd 22A/E Steubenville St 3.7

Turn right onto County Line Rd North Jefferson

6 County Line Rd 0 Turn left onto US-22 W West Harrison

7 US-22 W

0.5Turn left onto E Main St/Old Hopedale Rd SouthWest Harrison

8E Main St/Old Hopedale Rd 1.5

Turn right onto Old Hopedale Rd NorthWest Harrison

9Old Hopedale Rd

4.9Continue onto N Main

St/Old US Rte 22 South Harrison

10N Main St/Old US

Rte 22 1.7Turn right onto W Market

St NorthWest Harrison11 W Market St 0.2 Turn left onto Deersville NorthWest Harrison12 Deersville Ave 0.8 Turn right onto US-250 W North Harrison13 US-250 W 0.1 Turn left onto County 2 SouthWest Harrison

14 County 2

0.1Turn right onto Deersville

Ridge Rd West Harrison15 Deersville Ridge 3 Turn left onto Arnold Rd South Harrison16 Arnold Rd 2.7 Turn right onto US-22 W SouthWest Harrison17 US-22 W 2.1 Turn left onto Slater Rd East Harrison18 Slater Rd 0.1 Turn left onto US-22 W South Harrison

19US-22 W

22.6Turn right onto Birmingham Rd North Guernsey

20 Birmingham Rd 5.8 Slight left onto Freedom SouthWest Guernsey

21Freedom Rd

7.1Turn left onto Old Twenty

One Rd SouthWest Guernsey22 Old Twenty One 1 Turn right onto Plainfield West Guernsey23 Plainfield Rd 6.2 Turn right to stay on OH- North Guernsey24 OH-541 W 1.1 Turn right to stay on OH- North Guernsey25 OH-541 W 4.6 Turn left onto OH-93 S West Coshocton26 OH-93 S 7.1 Turn right to stay on OH-93 South Muskingum27 OH-93 S 7.7 Turn right onto East St North Muskingum

28East St

0Continue onto OH-208

W/Main St North Muskingum29 OH-208 W/Main St 10.1 Turn right to stay on OH- West Muskingum30 OH-208 W 0.6 Turn right onto Main St North Muskingum

31 Main St 0.1 Turn left onto W 9th St West Muskingum

32W 9th St

0.3Turn right onto OH-60

N/Frazeysburg Rd North Muskingum

33OH-60

N/Frazeysburg Rd 1.1 Turn left onto Narrows Rd NorthWest Muskingum34 Narrows Rd 3.3 Turn right onto Moore Rd NorthWest Muskingum35 Moore Rd 0.4 Turn left onto Raiders Rd West Muskingum36 Raiders Rd 1.4 Continue onto E 3rd St West Muskingum37 E 3rd St 1.1 Continue onto Raiders Rd West Muskingum38 Raiders Rd 2.8 Continue onto Marne Rd SouthWest Muskingum39 Marne Rd 2.7 Turn right onto Felumlee North Licking

40Felumlee Rd

0.1Turn left onto T.J. Evans Panhandle Recreational SouthWest Licking

41

T.J. Evans Panhandle

Recreational Trail 9.8 Turn right onto E Main St West Licking42 E Main St 0.4 Turn left onto S 1st St South Licking43 S 1st St 0.1 Turn right onto E Market St West Licking44 E Market St 0.3 Turn right onto S 4th St North Licking45 S 4th St 0.2 Turn left onto W Church St West Licking46 W Church St 0.9 Turn right North Licking47 '' 0.1 Keep right West Licking48 '' 0.4 Slight left West Licking49 '' 1 Continue straight SouthWest Licking

50''

2.2

Turn right onto Evans Foundation Bike Path/T.J.

Evans Trail NorthWest Licking

51

Evans Foundation Bike Path/T.J.

Evans Trail 4.1Slight left onto Moots Run

Rd NorthWest Licking52 Moots Run Rd 3.3 Turn left onto OH-37 E South Licking53 OH-37 E 0.3 Continue onto York Rd SW South Licking

54York Rd SW

0.1Turn right onto Worthington Rd West Licking

55Worthington Rd

8.6Continue onto E Dublin

Granville Rd West Franklin

56E Dublin Granville

Rd 3.7 Turn right onto Harlem Rd North Franklin57 Harlem Rd 2.4 Turn left onto E Walnut St West Franklin58 E Walnut St 1.8 Turn left onto Cubbage Rd South Franklin59 Cubbage Rd 0.5 Turn right SouthWest Franklin60 '' 0.3 Turn right West Franklin

61''

0.5Turn right onto Big Walnut

Trail North Franklin

62Big Walnut Trail

0.4Slight right to stay on Big

Walnut Trail North Franklin

63Big Walnut Trail

0.3Continue straight to stay

on Big Walnut Trail North Franklin

64Big Walnut Trail

0.5Turn left to stay on Big

Walnut Trail North Franklin65 Big Walnut Trail 0.1 Turn left onto E College West Franklin

66E College Ave

2.2

Turn left onto County Line Schrock Trail/Towers

Trail/Westerville Bikeway South Franklin

67

County Line Schrock

Trail/Towers Trail/Westerville

Bikeway0.8

Slight right to stay on County Line Schrock Trail/Towers Trail/Westerville Bikeway South Franklin

68

County Line Schrock


Bikeway0

Turn left to stay on County Line Schrock Trail/Towers Trail/Westerville Bikeway

South Franklin

69

County Line Schrock


Bikeway0

Slight right to stay on County Line Schrock Trail/Towers Trail/Westerville Bikeway West Franklin

70

County Line Schrock


Bikeway0.3

Slight left to stay on County Line Schrock Trail/Towers Trail/Westerville Bikeway South Franklin

71

County Line Schrock


Bikeway0.1

Turn right onto W Schrock Rd

West Franklin

72

W Schrock Rd

0.4

Turn right onto Alum Creek Multi-Use Trail (Ohio to Erie Trail)/Big Walnut Trail/County Line Schrock Trail

North Franklin

73

Alum Creek Multi-Use Trail (Ohio to

Erie Trail)/Big Walnut

Trail/County Line Schrock Trail 0

Turn left onto Alum Creek Multi-Use Trail (Ohio to Erie Trail)

NorthWest Franklin

74


Erie Trail) 0.1

Sharp left to stay on Alum Creek Multi-Use Trail (Ohio to Erie Trail) SouthEast Franklin

75


Erie Trail) 2.6

Turn left to stay on Alum Creek Multi-Use Trail (Ohio to Erie Trail) East Franklin

76


Erie Trail) 0.8

Turn right to stay on Alum Creek Multi-Use Trail (Ohio to Erie Trail) South Franklin

77


Erie Trail) 0.2

Turn right to stay on Alum Creek Multi-Use Trail (Ohio to Erie Trail) South Franklin

78


Erie Trail) 2.1

Slight left to stay on Alum Creek Multi-Use Trail (Ohio to Erie Trail) SouthWest Franklin

79


Erie Trail) 0.8

Sharp left to stay on Alum Creek Multi-Use Trail (Ohio to Erie Trail) SouthEast Franklin

80


Erie Trail) 2.1

Slight right onto Alum Creek Trail

East Franklin

81 Alum Creek Trail

0Slight right to stay on Alum Creek Trail South Franklin

82 Alum Creek Trail

1.8Turn left onto Interstate-670 Bikeway SouthEast Franklin

83Interstate-670

Bikeway 1.4Turn left onto Interstate 670 Bikeway/Leonard Ave South Franklin

84

Interstate 670 Bikeway/Leonard

Ave 1.2

Slight left onto Interstate 670 Bikeway

West Franklin

85Interstate 670

Bikeway 0.9Turn left onto Cleveland Ave South Franklin

86Cleveland Ave

0.6Keep left to stay on Mt Vernon Ave West Franklin

87Mt Vernon Ave

0

Mt Vernon Ave turns slightly right and becomes E Nationwide Blvd West Franklin

88becomes E

Nationwide Blvd 0.5Turn right onto John H McConnell Blvd North Franklin

89 John H McConnell

Blvd 0Turn left

West Franklin90 " 0.1 Turn left South Franklin91 " 0.2 Turn right onto W Spring St West Franklin92 W Spring St 0 Turn left South Franklin

93"

0Turn right onto Lower Scioto Greenway West Franklin

94Lower Scioto

Greenway 0.6Turn left to stay on Lower Scioto Greenway South Franklin

95Lower Scioto

Greenway 0.1Slight right to stay on Lower Scioto Greenway West Franklin

96Lower Scioto

Greenway 0.6Slight left to stay on Lower Scioto Greenway West Franklin

97Lower Scioto

Greenway 1.8Turn left onto McKinley Ave SouthEast Franklin

98 McKinley Ave 0 Turn right onto Harper Rd West Franklin

99 Harper Rd

0.3Harper Rd turns slightly left and becomes N South Franklin

100 N Highland Ave 0.1 Continue onto Valleyview West Franklin101 Valleyview Dr 0.1 Turn left onto N Eureka South Franklin

102 N Eureka Ave

0.1Turn right onto Camp Chase Trail West Franklin

103 Camp Chase Trail

2.3Turn left to stay on Camp Chase Trail SouthWest Franklin

104 Camp Chase Trail 0.6 Turn left onto Georgesville South Franklin105 Georgesville Rd 0.3 Turn right onto Sullivant West Franklin

106 Sullivant Ave

0.3Turn left onto Camp Chase Trail SouthWest Franklin

107Camp Chase Trail

1.1Slight left to stay on Camp Chase Trail SouthWest Franklin

108 Camp Chase Trail 1.9 Turn right onto Galloway North Franklin

109 Galloway Rd

0Turn left onto Camp Chase Trail SouthWest Franklin

110Camp Chase Trail

0.9Turn left onto Alton Rd/Camp Chase Trail SouthEast Franklin

111Alton Rd/Camp

Chase Trail 0Turn right onto Camp Chase Trail SouthWest Franklin

112Camp Chase Trail

0.9Slight right to stay on Camp Chase Trail West Franklin

113Camp Chase Trail

5Turn left onto W Jefferson Kiousville Rd South Madison

114

W Jefferson Kiousville Rd

0

Sharp right onto Camp Chase Trail/Ohio Bicycle Rte 1/Ohio to Erie Trail NorthWest Madison

115

Camp Chase Trail/Ohio Bicycle Rte 1/Ohio to Erie

Trail 8.2

Turn left onto Maple St

SouthEast Madison116 Maple St 0 Turn right onto E Center St West Madison

117E Center St

0.3Turn right onto S Walnut St

NorthWest Madison118 S Walnut St 0.2 Turn left onto E 1st St SouthWest Madison119 E 1st St 0.1 Turn left onto S Main St SouthEast Madison

120 S Main St

0.2Turn right onto W Center St SouthWest Madison

121 W Center St 0.5 Turn right onto Olive St NorthWest Madison122 Olive St 0.1 Turn left onto Richardson SouthWest Madison123 Richardson Ave 0.1 Turn right onto Midway St NorthWest Madison

124 Midway St

0.1

Turn left onto Ohio Bicycle Rte 1/Ohio to Erie Trail/Prairie Grass Trail SouthWest Madison

125

Ohio Bicycle Rte 1/Ohio to Erie

Trail/Prairie Grass Trail 10.2

Turn left onto E Mound St/Ohio Bicycle Rte 1

SouthWest Clark

126

E Mound St/Ohio Bicycle Rte 1

0.4

Turn left onto Ohio Bicycle Rte 1/Ohio to Erie Trail/Prairie Grass Trail

South Clark

127



Slight right to stay on Ohio Bicycle Rte 1/Ohio to Erie Trail/Prairie Grass Trail

West Clark

128



Turn right to stay on Ohio Bicycle Rte 1/Ohio to Erie Trail/Prairie Grass Trail

SouthWest Clark

129



Slight right to stay on Ohio Bicycle Rte 1/Ohio to Erie Trail/Prairie Grass Trail

SouthWest Greene

130



Turn right onto Ohio Bicycle Rte 1/Ohio to Erie Trail

West Greene

131

Ohio Bicycle Rte 1/Ohio to Erie Trail

0

Turn left to stay on Ohio Bicycle Rte 1/Ohio to Erie Trail South Greene

132


0

Slight right to stay on Ohio Bicycle Rte 1/Ohio to Erie Trail West Greene

133


0.2

Turn right onto Creekside Trail/Ohio Bicycle Rte 2

North Greene

134

Creekside Trail/Ohio Bicycle

Rte 2 0.1

Turn left to stay on Creekside Trail/Ohio Bicycle Rte 2 NorthWest Greene

135


Rte 2 12.1

Turn right to stay on Creekside Trail/Ohio Bicycle Rte 2 North Montgomery

136


Rte 2 2.5

Slight right to stay on Creekside Trail/Ohio Bicycle Rte 2 SouthWest Montgomery

137


Rte 2 0.2

Slight left to stay on Creekside Trail/Ohio Bicycle Rte 2 East Montgomery

138


Rte 2 0.1

Turn left toward Mad River Recreation Trail/Ohio Bicycle Rte 8 North Montgomery

139

Mad River Recreation

Trail/Ohio Bicycle Rte 8 0.2

Turn left onto Mad River Recreation Trail/Ohio Bicycle Rte 8

SouthWest Montgomery

140

Mad River Recreation

Trail/Ohio Bicycle Rte 8 3.8

Slight right toward E Monument Ave

East Montgomery

141 E Monument Ave

0.1Sharp right onto E Monument Ave West Montgomery

142 E Monument Ave

1.8

Turn right onto Great Miami River Recreational Trail North Montgomery

143

Great Miami River Recreational Trail

0

Turn left to stay on Great Miami River Recreational Trail

West Montgomery

144


2.4

Turn right onto S Patterson Blvd


145S Patterson Blvd

0Turn right onto W Stewart St West Montgomery

146W Stewart St

0.1

Turn right onto Great Miami River Recreational Trail North Montgomery

147


1.4

Continue onto Ohio Bicycle Rte 38/Wolf Creek Trail

NorthWest Montgomery

148

Ohio Bicycle Rte 38/Wolf Creek

Trail 1.1

Turn right onto Oakridge Dr/Ohio Bicycle Rte 38

West Montgomery

149

Oakridge Dr/Ohio Bicycle Rte 38

2.6

Turn left onto Little Richmond Rd

West Montgomery

150Little Richmond Rd

1.5Turn right onto Olive Rd

North Montgomery

151 Olive Rd

1.2Turn left onto Wolf Creek Pike West Montgomery

152 Wolf Creek Pike

0.8Slight left onto E Main St


153 E Main St

0.3Turn right onto Wolf Creek Recreation Trail North Montgomery

154

Wolf Creek Recreation Trail

0

Slight left onto Ohio Bicycle Rte 38/Wolf Creek Recreation Trail West Montgomery

155


Recreation Trail6.8

Slight left to stay on Ohio Bicycle Rte 38/Wolf Creek Recreation Trail

North Montgomery

156


Recreation Trail0

Slight left to stay on Ohio Bicycle Rte 38/Wolf Creek Recreation Trail

West Montgomery

157


Recreation Trail 5.5

Continue onto Commerce St

NorthWest Preble

158Commerce St

0.1Turn left onto W Main St

West Preble

159W Main St

0.3Turn left onto Verona Rd

South Preble

160 Verona Rd

1

Turn right onto Euphemia Verona Rd/Sonora Rd

West Preble

161

Euphemia Verona Rd/Sonora Rd

0.6

Turn left onto Euphemia Verona Rd/Verona Rd

SouthWest Preble

162

Euphemia Verona Rd/Verona Rd

2.7Turn right onto US-40 W

West Preble

163US-40 W

0.4Turn left onto N Commerce St South Preble

164 N Commerce St 0.7 Turn left onto W Clay St West Preble

165W Clay St

0.5Continue onto Lewisburg Western Rd West Preble

166Lewisburg Western

Rd 2.4Continue onto Price Rd

West Preble167 Price Rd 2.4 Turn left onto US-127 S South Preble

168US-127 S

0.7Turn right onto Orphans Rd

West Preble

169Orphans Rd

5Turn left onto Oxford Gettysburg Rd South Preble

170Oxford Gettysburg

Rd 0.8Turn right onto Murray Rd

West Preble

171Murray Rd

2.3

Continue onto W Florence Campbellstown Rd

South Preble

172

W Florence Campbellstown Rd

1.7

Turn right onto Crawfordsville Campbellstown Rd West Preble

173

Crawfordsville Campbellstown Rd

1.7

Turn right onto New Westville Rd

North Preble

174 New Westville Rd

0.5Turn left onto Paint Rd

West Preble

175 New Westville Rd

1.8Turn left onto Cox Rd

West Preble176 Cox Rd 0.4 exit into indiana West Preble

309.6

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