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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
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
(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 I-295
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
Between SR 1007 (Cumberland County) and I-95 (Cumberland 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
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.) 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
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 god 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 21,700
as compared to N/A for the year 2016 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
None
2.49
9
Percent Percent Percent
20 40
M
ileage
Pavem
ent
Conditio
n
Traff
ic A
DT
Comparison to Applicable AASHTO Design Standards
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
Degree Length
Attach additional sheet here if necessary
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
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 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)
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 I-295 (future)
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
Between I-95 in Robeson County and US 401 in Cumberland 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
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.) 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
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 26,100
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
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
Attach additional sheet here if necessary
10 20 30 40 20 40 60 80 10 20 30 40 60 8020
M
ileage
Pavem
ent
Conditio
n
Traff
ic A
DT
Comparison to Applicable AASHTO Design Standards
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
Degree Length
9
Percent Percent Percent
20 40
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 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
§̈¦95
£¤301
£¤401
""59
""162
""20
""71
""162
""59
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
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
Trail/Towers Trail/Westerville
Bikeway0
Turn left to stay on County Line Schrock Trail/Towers Trail/Westerville Bikeway
South Franklin
69
County Line Schrock
Trail/Towers Trail/Westerville
Bikeway0
Slight right to stay on County Line Schrock Trail/Towers Trail/Westerville Bikeway West Franklin
70
County Line Schrock
Trail/Towers Trail/Westerville
Bikeway0.3
Slight left to stay on County Line Schrock Trail/Towers Trail/Westerville Bikeway South Franklin
71
County Line Schrock
Trail/Towers Trail/Westerville
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
Alum Creek Multi-Use Trail (Ohio to
Erie Trail) 0.1
Sharp left to stay on Alum Creek Multi-Use Trail (Ohio to Erie Trail) SouthEast Franklin
75
Alum Creek Multi-Use Trail (Ohio to
Erie Trail) 2.6
Turn left to stay on Alum Creek Multi-Use Trail (Ohio to Erie Trail) East Franklin
76
Alum Creek Multi-Use Trail (Ohio to
Erie Trail) 0.8
Turn right to stay on Alum Creek Multi-Use Trail (Ohio to Erie Trail) South Franklin
77
Alum Creek Multi-Use Trail (Ohio to
Erie Trail) 0.2
Turn right to stay on Alum Creek Multi-Use Trail (Ohio to Erie Trail) South Franklin
78
Alum Creek Multi-Use Trail (Ohio to
Erie Trail) 2.1
Slight left to stay on Alum Creek Multi-Use Trail (Ohio to Erie Trail) SouthWest Franklin
79
Alum Creek Multi-Use Trail (Ohio to
Erie Trail) 0.8
Sharp left to stay on Alum Creek Multi-Use Trail (Ohio to Erie Trail) SouthEast Franklin
80
Alum Creek Multi-Use Trail (Ohio to
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
Ohio Bicycle Rte 1/Ohio to Erie
Trail/Prairie Grass Trail 0.4
Slight right to stay on Ohio Bicycle Rte 1/Ohio to Erie Trail/Prairie Grass Trail
West Clark
128
Ohio Bicycle Rte 1/Ohio to Erie
Trail/Prairie Grass Trail 8.3
Turn right to stay on Ohio Bicycle Rte 1/Ohio to Erie Trail/Prairie Grass Trail
SouthWest Clark
129
Ohio Bicycle Rte 1/Ohio to Erie
Trail/Prairie Grass Trail 8.1
Slight right to stay on Ohio Bicycle Rte 1/Ohio to Erie Trail/Prairie Grass Trail
SouthWest Greene
130
Ohio Bicycle Rte 1/Ohio to Erie
Trail/Prairie Grass Trail 1.7
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
Ohio Bicycle Rte 1/Ohio to Erie Trail
0
Slight right to stay on Ohio Bicycle Rte 1/Ohio to Erie Trail West Greene
133
Ohio Bicycle Rte 1/Ohio to Erie Trail
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
Creekside Trail/Ohio Bicycle
Rte 2 12.1
Turn right to stay on Creekside Trail/Ohio Bicycle Rte 2 North Montgomery
136
Creekside Trail/Ohio Bicycle
Rte 2 2.5
Slight right to stay on Creekside Trail/Ohio Bicycle Rte 2 SouthWest Montgomery
137
Creekside Trail/Ohio Bicycle
Rte 2 0.2
Slight left to stay on Creekside Trail/Ohio Bicycle Rte 2 East Montgomery
138
Creekside Trail/Ohio Bicycle
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
Great Miami River Recreational Trail
2.4
Turn right onto S Patterson Blvd
SouthWest Montgomery
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
Great Miami River Recreational Trail
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
SouthWest Montgomery
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
Ohio Bicycle Rte 38/Wolf Creek
Recreation Trail6.8
Slight left to stay on Ohio Bicycle Rte 38/Wolf Creek Recreation Trail
North Montgomery
156
Ohio Bicycle Rte 38/Wolf Creek
Recreation Trail0
Slight left to stay on Ohio Bicycle Rte 38/Wolf Creek Recreation Trail
West Montgomery
157
Ohio Bicycle Rte 38/Wolf Creek
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