June 12 7...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

Updated June 12, 2017

American Association of State Highway and Transportation Officials An Application from the State Highway or Transportation Department of 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

Between and

The following states or states are involved:

• **“Recognition of…”A local vicinity map needed on page 3. On page 6 a short statement to the effect that thereare 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: SUBMIT APPLICATION ELECTRONICALLY TO [email protected]

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

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.)

Date facility available to traffic

Does the petition propose a new routing over a portion of an existing U.S. Route? If so, where?

Does the petition propose a new routing over a portion of an existing Interstate Route? 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 as compared to for the year for all other U.S. Numbered Routes 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.

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. Code High type, heavy duty H Intermediate type I Low type, dustless L (show in red) Not paved N (show in red)

Column 3: Pavement Condition Code Excellent E Good G Fair F (show in red) Poor 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.

165.522

164.834

164.484

163.4135

432

0

4

1

3

Comparison to Applicable AASHTO Design Standards

Pavement Width

Deficiency

Shoulder Width

Deficiency

Show When In Excess of Standard

Roadway Width Deficiency

1 9865

Horizontal Curvature

Percent Grade

10 117

Mile

age

Con

trol P

oint

s an

d M

ileag

e

Pav

emen

t Typ

e

Pav

emen

t Con

ditio

n

Traf

fic A

DT

Percent

0 10 20 30Percent

40 20

167.59340

Percent Percent

Major Structures Vertical Sight Distance

Deficiency

Percent

H - Loading Deficiency

60 80 60 8010 20 30 40 Degree Length

1

20 40 60 8020 40

NONE NONE

Attach additional sheet here if necessary

2

3

2

4

NONE NONE N/A N/A

167.030

H E NONE

7

Contact Information: Name Telephone Number Email Address

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:

United States Route 84 Mile Log

US Route Number State Type Intersection

Point to

Point Accumulated Remarks 84 Alabama Regular State Line 0 0

84 Alabama Regular Jct. E. Dothan 22 22 US 84 Bus. begins and leaves; joins US 431

84 Alabama Business Jct. E. Dothan 0 0 Route begins and leaves US 84, US 431

84 Alabama Business Dothan 2 2 Crosses US 231 Bus., US 431 Bus. 84 Alabama Business Jct. W. Dothan 2 4 Route ends and rejoins US 84 84 Alabama Regular Jct. NE. Dothan 3 25 Leaves US 431, Jct. US 431 Bus. 84 Alabama Regular Jct. N. Dothan 2 27 Joins US 231, US 231 Bus. 84 Alabama Regular Jct. W. Dothan 2 29 Leaves US 231, Jct. US 84 Bus. 84 Alabama Regular Jct. E. Enterprise 25 54 US 84 Bus. begins and leaves 84 Alabama Business Jct. E. Enterprise 0 0 Route begins and leaves US 84 84 Alabama Business Enterprise 1 1 84 Alabama Business Jct. W. Enterprise 2 3 Route end and rejoins US 84 84 Alabama Regular Jct. W. Enterprise 3 57 US 84 Bus. rejoins and ends 84 Alabama Regular Elba 16 73 84 Alabama Regular Opp 13 86 Joins US 331 84 Alabama Regular Opp 6 92 Leaves US 331 84 Alabama Regular Andalusia 14 106 Joins US 29 84 Alabama Regular Andalusia 2 108 Leaves US 29 84 Alabama Regular Jct. E. Evergreen 24 132 Joins US 31 84 Alabama Regular Evergreen 6 138 84 Alabama Regular Jct. W. Evergreen 3 141 Leaves US 31 84 Alabama Regular Jct. W. Evergreen 1 142 Crosses I-65 84 Alabama Regular Jct. S. Grove Hill 54 196 Joins US 43 84 Alabama Regular Grove Hill 1 197 Leaves US 43 84 Alabama Regular Coffeeville 19 216 84 Alabama Regular State Line 23 239

American Association of State Highway and Transportation Officials

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

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

Establishment of a U.S. (Interstate) Route Action taken by SCOH: Extension of a U.S. (Interstate)Route Relocation of a U.S. (Interstate) Route US 82 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

U.S. Highway 82 Business west of the

City of Montrose and

U.S. Highway 82 Business east of the

City of Montrose

The following state or states are involved: Arkansas

• **“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









The Arkansas Department of Transportation has constructed a new location facility that bypasses the City of Montrose,

Arkansas. This roadway segment is designated as U.S. Highway 82. This request is to relocate U.S. Highway 82 to this

new location. A separate application is being submitted to redesignate the bypassed portion of U.S. Highway 82 as U.S.

Highway 82 Business.

Date facility available to traffic 1952 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?

2


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.)

3


SYSTEM INFORMATION & RESEARCH DIVISION 4-10-2017

0 0.25 0.5 Mile

STATE OF ARKANSASPROPOSED CHANGE TO THE U.S. HIGHWAY SYSTEM

VICINITY OF MONTROSEASHLEY COUNTY

MONTROSETO H

AMBU

RG

%

TO DERMOTT%

TO LA

KE V

ILLAG

E

%

TO PORTLAND %

I

KL82

IJH82KL82

Existing U.S. Highways

U.S. 82

U.S. 82 BUS

Proposed Designation

Other State Highways

KL82

KL167

KL167

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 1,700 as compared to 3,100 for the year 2017 for all other U.S. Numbered Routes 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.


(Signature)


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.

4

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. Code High type, heavy duty H

Intermediate type I Low type, dustless L (show in red) Not paved N (show in red)

Column 3: Pavement Condition Code

Excellent E Good G Fair F (show in red) Poor 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.


5

1,700

NONENONE NONE

10

NONE NONE NONE

Percent40 Length60 Degree804080


20Percent Percent

2020

Shoulder Width

Deficiency

Show When In Excess of StandardMajor Structures Vertical Sight

Distance Deficiency

11107

30Percent

60 40 6020




1 98652 43

Percent Grade

40

1.00

40 8030

Pave

men

t Typ

e

Pave

men

t Con

ditio

n

Traf

fic A

DT

Percent

0.00

0.50

M

ileag

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Con

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s an

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10 20

Pavement Width

Deficiency


1.50

2.00

2.50

3.00

3.50

4.00

End2.20 FH

6

Contact Information: Name Brad McCaleb Telephone Number (501) 569-2946 Email Address [email protected]




The route begins at the western intersection of U.S. Highway 82 and U.S. Highway 82 Business west of the City of Montrose, Arkansas and travels east. The facility is a two-lane undivided roadway on new location traversing Arkansas in an easterly direction. The focal city is Montrose, Arkansas. The route is 2.20 miles long ending at the eastern intersection of U.S. Highway 82 and U.S. Highway 82 Business east of the City of Montrose, Arkansas.

7

US Route Number State Type Intersection Point to Point Accumulated Remarks82 Arkansas Regular Texarkana 0 0 NONE82 Arkansas Regular Texarkana 1 1 Crosses U.S. 7182 Arkansas Regular Texarkana 1 2 Leaves U.S. 6782 Arkansas Regular Jct. N. of Magnolia 52 54 Crosses U.S. 37182 Arkansas Regular Jct. N.E. of Magnolia 2 56 Joins U.S. 7982 Arkansas Regular Jct. S.E. of Magnolia 2 58 Leaves U.S. 7982 Arkansas Business Magnolia 0 0 Route begins82 Arkansas Business Magnolia 1 1 Route ends, rejoins U.S. 8282 Arkansas Regular W. of El Dorado 31 89 Crosses U.S. 82 Business82 Arkansas Business Eldorado 0 0 Route begins; Leaves U.S. 8282 Arkansas Business Eldorado 2 2 Crosses U.S. 167 Business82 Arkansas Business Eldorado 2 4 Crosses U.S. 16782 Arkansas Business Eldorado 1 5 Route ends; rejoins U.S. 8282 Arkansas Regular S.E. of El Dorado 5 94 Crosses U.S. 16782 Arkansas Regular E. of El Dorado 1 95 Crosses U.S. 82 Business82 Arkansas Regular E. of Crossett 49 144 Joins U.S. 42582 Arkansas Regular Hamburg 7 151 Leaves U.S. 42582 Arkansas Regular W. of Montrose 18 169 Crosses U.S. 82 Business82 Arkansas Business W. of Montrose 0 0 Route begins; leaves U.S. 8282 Arkansas Business Montrose 1 1 Crosses U.S. 16582 Arkansas Business E. of Montrose 1 2 Route ends; rejoins U.S. 8282 Arkansas Regular Montrose 1 170 Crosses U.S. 16582 Arkansas Regular E. of Montrose 1 171 Crosses U.S. 82 Business82 Arkansas Regular Lake Village 14 185 Joins U.S, 6582 Arkansas Regular S.E. of Lake Village 5 190 Leaves U.S. 6582 Arkansas Regular State Line 7 197 NONE

U.S. 82 Point to Point

US Route Number State Type Intersection Point to Point Accumulated Remarks82 Arkansas Regular State Line 0 0 NONE new bridge new mileage ?82 Arkansas Regular Jct. S.E. Lake Village 6 6 Joins U.S. 6582 Arkansas Regular Lake Village 5 11 Leaves U.S. 6582 Arkansas Regular Montrose 12 23 Crosses U.S. 16582 Arkansas Regular Hamburg 20 43 NONE82 Arkansas Regular Crossett 16 59 NONE82 Arkansas Regular El Dorado 42 101 Crosses U.S. 167

82 Arkansas Regular Jct. E. of Magnolia 36 137Joins U.S. 79; U.S. 82 Bus. begins and leaves

82 Arkansas Business Jct. E. of Magnolia 0 0 Route begins, leaves U.S. 82, U.S. 7982 Arkansas Business Magnolia 2 2 NONE82 Arkansas Business Jct. N. of Magnolia 2 4 Route ends, rejoins U.S. 8282 Arkansas Regular Jct. N.E. of Magnolia 2 139 Leaves U.S. 7982 Arkansas Regular Jct. N. of Magnolia 2 141 U.S. 82 Bus. rejoins and ends X routes considered part of main road?82 Arkansas Regular Texarkana 49 190 Joins U.S. 67 I think so.82 Arkansas Regular Texarkana 1 191 Crosses U.S. 71; State Line




Establishment of a U.S. (Interstate) Route Action taken by SCOH: 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 U.S. 82 Business


Between

U.S. Highway 82 east of the

City of Montrose and

U.S. Highway 82 west of the

City of Montrose













The Arkansas Department of Transportation has constructed a new location facility that bypasses the City of Montrose,

Arkansas. This roadway segment is designated as U.S. Highway 82. A separate request has been submitted to relocate

U.S. Highway 82 to this new location. It is requested that U.S. Highway 82, through the City of Montrose, Arkansas, be

redesignated as U.S Highway 82 Business.

Date facility available to traffic NA Does the petition propose a new routing over a portion of an existing U.S. Route? Yes If so, where? Through the City of Montrose, Arkansas Does the petition propose a new routing over a portion of an existing Interstate Route? No If so, where?

2



3



0 0.25 0.5Mile


VICINITY OF MONTROSEASHLEY COUNTY

MONTROSETO H

AMBU

RG

%

TO DERMOTT%

TO LA

KE V

ILLAG

E

%

TO PORTLAND %

%%

2

%%

1

I

KL82

IJH82KL82

KL82

KL167

KL167

%%

Existing U.S. HighwaysU.S. 82U.S. 82 BUS

Proposed Designation# Control Point

At-Grade RxRCrossing

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 400 as compared to 3,100 for the year 2017 for all other U.S. Numbered Routes 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.


(Signature)



4



















5

Pave

men

t Con

ditio

n30 80

Show When In Excess of StandardShoulder

Width Deficiency

Percent802010

Percent

2

NONE NONE

10

Traf

fic A

DT

NONE

4040 60

Major Structures


4020

Percent Grade

Percent40

Pavement Width

Deficiency Roadway Width Deficiency

40

98652 1110743

1.00

0.50

M

ileag

e

Con

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oint

s an

d M

ileag

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Pave

men

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e

1

0

1


1.50

2.00

2.50

3.00

3.50

End2.10 P

4.00

400

Length20 20

Vertical Sight Distance

Deficiency

30Percent

60


20

45%52⁰

71⁰62%

DegreePercent

NONE

80


H

6%

45'6%

115'

24%

53%

60

6




Begin your description here in unformatted single spaced paragraph format: The route begins at the western intersection of U.S. Highway 82 and U.S. Highway 82 Business west of the City of Montrose, Arkansas and travels east. The facility is a two-lane undivided roadway on existing location traversing Arkansas in an easterly direction. The focal city is Montrose, Arkansas. The route is 2.10 miles long ending at the eastern intersection of U.S. Highway 82 and U.S. Highway 82 Business east of the City of Montrose, Arkansas.

7

US Route Number State Type Intersection Point to Point Accumulated Remarks82 Arkansas Regular Texarkana 0 0 NONE82 Arkansas Regular Texarkana 1 1 Crosses U.S. 7182 Arkansas Regular Texarkana 1 2 Leaves U.S. 6782 Arkansas Regular Jct. N. of Magnolia 52 54 Crosses U.S. 37182 Arkansas Regular Jct. N.E. of Magnolia 2 56 Joins U.S. 7982 Arkansas Regular Jct. S.E. of Magnolia 2 58 Leaves U.S. 7982 Arkansas Business Magnolia 0 0 Route begins82 Arkansas Business Magnolia 1 1 Route ends, rejoins U.S. 8282 Arkansas Regular W. of El Dorado 31 89 Crosses U.S. 82 Business82 Arkansas Business Eldorado 0 0 Route begins; Leaves U.S. 8282 Arkansas Business Eldorado 2 2 Crosses U.S. 167 Business82 Arkansas Business Eldorado 2 4 Crosses U.S. 16782 Arkansas Business Eldorado 1 5 Route ends; rejoins U.S. 8282 Arkansas Regular S.E. of El Dorado 5 94 Crosses U.S. 16782 Arkansas Regular E. of El Dorado 1 95 Crosses U.S. 82 Business82 Arkansas Regular E. of Crossett 49 144 Joins U.S. 42582 Arkansas Regular Hamburg 7 151 Leaves U.S. 42582 Arkansas Regular W. of Montrose 18 169 Crosses U.S. 82 Business82 Arkansas Business W. of Montrose 0 0 Route begins; leaves U.S. 8282 Arkansas Business Montrose 1 1 Crosses U.S. 16582 Arkansas Business E. of Montrose 1 2 Route ends; rejoins U.S. 8282 Arkansas Regular Montrose 1 170 Crosses U.S. 16582 Arkansas Regular E. of Montrose 1 171 Crosses U.S. 82 Business82 Arkansas Regular Lake Village 14 185 Joins U.S, 6582 Arkansas Regular S.E. of Lake Village 5 190 Leaves U.S. 6582 Arkansas Regular State Line 7 197 NONE


US Route Number State Type Intersection Point to Point Accumulated Remarks82 Arkansas Regular State Line 0 0 NONE new bridge new mileage ?82 Arkansas Regular Jct. S.E. Lake Village 6 6 Joins U.S. 6582 Arkansas Regular Lake Village 5 11 Leaves U.S. 6582 Arkansas Regular Montrose 12 23 Crosses U.S. 16582 Arkansas Regular Hamburg 20 43 NONE82 Arkansas Regular Crossett 16 59 NONE82 Arkansas Regular El Dorado 42 101 Crosses U.S. 167

82 Arkansas Regular Jct. E. of Magnolia 36 137Joins U.S. 79; U.S. 82 Bus. begins and leaves

82 Arkansas Business Jct. E. of Magnolia 0 0 Route begins, leaves U.S. 82, U.S. 7982 Arkansas Business Magnolia 2 2 NONE82 Arkansas Business Jct. N. of Magnolia 2 4 Route ends, rejoins U.S. 8282 Arkansas Regular Jct. N.E. of Magnolia 2 139 Leaves U.S. 7982 Arkansas Regular Jct. N. of Magnolia 2 141 U.S. 82 Bus. rejoins and ends X routes considered part of main road?82 Arkansas Regular Texarkana 49 190 Joins U.S. 67 I think so.82 Arkansas Regular Texarkana 1 191 Crosses U.S. 71; State Line





Route


Between

U.S. Highway 165 Business in the

City of Gillett and


City of Gillett













The Arkansas Department of Transportation has constructed a new location facility that bypasses the City of Gillett,

Arkansas. This roadway segment is designated as U.S. Highway 165. This request is to relocate U.S. Highway 165 to

this new location. A separate application is being submitted to redesignate the bypassed portion of U.S. Highway 165 as

U.S. Highway 165 Business.


2


VICINITY OF GILLETTARKANSAS COUNTY

GILLETT

TO G

ILLET

T

%

TO DUMAS %

I

KL165IJH165


U.S. 165

U.S. 165 BUS


KL165

KL165


0 0.1 0.2Mile



3




(Signature)



4



















5


1.50

2.00

2.50

3.00

3.50

4.00

0

0.50

M

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Con

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10 20

Pavement Width

Deficiency Percent Grade

40

1.00

40 8030

Pave

men

t Typ

e

Pave

men

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Traf

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DT

Percent



1 98652 43 11107

30Percent

60 40 6020



20Percent Percent

2020

Shoulder Width

Deficiency


Distance Deficiency

Length60 Degree804080 10

NONE NONE NONE

Percent40

END 0.80 FH

NONENONE NONE

2,300

6





The route begins at the southern intersection of U.S. Highway 165 and U.S. Highway 165 Business in the City of Gillett, Arkansas and travels north and then east. The facility is a two-lane undivided roadway on new location traversing Arkansas in a northerly direction. The focal city is Gillett, Arkansas. The route is 0.80 miles long ending at the northern intersection of U.S. Highway 165 and U.S. Highway 165 Business near the eastern city limits of Gillett, Arkansas.

7

US Route Number State Type Intersection Point to Point Accumulated Remarks165 Arkansas Regular State Line 0 0 NONE165 Arkansas Regular Wilmot 5 5 NONE165 Arkansas Regular S. of Montrose 17 22 Crosses U.S. 82165 Arkansas Regular Montrose 0 22 Crosses U.S. 82 Business165 Arkansas Regular E. of Dermott 19 41 Joins U.S. 65165 Arkansas Regular S. of McGehee 4 45 Crosses U.S. 278165 Arkansas Regular Dumas 20 65 Leaves U.S. 65165 Arkansas Regular S.E. of Gillett 20 85 Crosses U.S. 165 Business165 Arkansas Business Gillett 0 0 Route begins; leaves U.S. 165165 Arkansas Business Gillett 1 1 Route ends; joins U.S. 165165 Arkansas Regular N.E. of Gillett 1 86 Crosses U.S. 165 Business165 Arkansas Regular Dewitt 13 99 NONE165 Arkansas Regular N.E. of Stuttgart 26 125 Crosses U.S. 79165 Arkansas Regular N. of Stuttgart 2 127 Crosses U.S. 63165 Arkansas Regular S.E. of North Little Rock 42 169 Crosses I-440165 Arkansas Regular North Little Rock 3 172 Route ends, Jct. U.S. 70


US Route Number State Type Intersection Point to Point Accumulated Remarks165 Arkansas Regular North Little Rock 0 0 Route begins, Jct. U.S. 70165 Arkansas Regular Jct. E. North Little Rock 3 3 Crosses I-440165 Arkansas Regular England 18 21 NONE165 Arkansas Regular W. Stuttgart 26 47 Joins U.S. 79 Description changes165 Arkansas Regular E. Stuttgart 1 48 Leaves U.S. 79 Description changes165 Arkansas Regular Dewitt 36 84 NONE165 Arkansas Regular Dumas 34 118 Joins U.S. 65165 Arkansas Regular McGehee 18 136 NONE165 Arkansas Regular Jct. S. McGehee 6 142 Leaves U.S. 65165 Arkansas Regular Montrose 20 162 Crosses U.S. 82165 Arkansas Regular Wilmot 16 178 NONE165 Arkansas Regular State Line 5 183 NONE

US Route Number State Type Intersection Point to Point Accumulated Remarks165 Arkansas Regular North Little Rock 0 0 Route begins, Jct. U.S. 70165 Arkansas Regular Jct. E. North Little Rock 3 3 Crosses I-440165 Arkansas Regular England 18 21 NONE165 Arkansas Regular W. Stuttgart 26 47 Joins U.S. 79 Description changes165 Arkansas Regular E. Stuttgart 1 48 Leaves U.S. 79 Description changes165 Arkansas Regular Dewitt 36 84 NONE165 Arkansas Regular Dumas 34 118 Joins U.S. 65165 Arkansas Regular McGehee 18 136 NONE165 Arkansas Regular Jct. S. McGehee 6 142 Leaves U.S. 65165 Arkansas Regular Montrose 20 162 Crosses U.S. 82165 Arkansas Regular Wilmot 16 178 NONE

165 Arkansas Regular State Line 5 183 NONE







Between

U.S. Highway 165 in the

City of Gillett and

U.S. Highway 165 in the

City of Gillett













The Arkansas Department of Transportation has constructed a new location facility that bypasses the City of Gillett,

Arkansas. This roadway segment is designated as U.S. Highway 165. A separate request has been submitted to

relocate U.S. Highway 165 to this new location. It is requested that U.S. Highway 165, through the City of Gillett,

Arkansas, be redesignated as U.S Highway 165 Business.

Date facility available to traffic NA Does the petition propose a new routing over a portion of an existing U.S. Route? Yes If so, where? Through the City of Gillett, Arkansas Does the petition propose a new routing over a portion of an existing Interstate Route? No If so, where?

2



3



0 0.1 0.2Mile


VICINITY OF GILLETTARKANSAS COUNTY

GILLETT

TO G

ILLET

T

%

TO DUMAS %

%%

1

I

KL165IJH165

KL165

KL165

Existing U.S. HighwaysU.S. 165U.S. 165 BUS

Proposed Designation# Control Point

%%

2

% %

3



(Signature)



4



















5

700H

PercentLength2020

6%105'

103⁰

40Percent

Percent Grade

40 60 20 60Percent

40

4.00


1.50

2.00

2.50

3.00

3.50

99⁰

43

1.00

NONE

0.50

M

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Con

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Pave

men

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Pave

men

t Con

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30

1 2

10 30

Show When In Excess of StandardMajor Structures

11107

2040

Vertical Sight Distance

DeficiencyH - Loading Deficiency

Degree


20

Pavement Width

Deficiency

Percent40

9865


END1.30 P

80

NONENONE

Percent60

Traf

fic A

DT

NONE


NONE

10 80

Shoulder Width

Deficiency

1

3

2

80

6




Begin your description here in unformatted single spaced paragraph format: The route begins at the southern intersection of U.S. Highway 165 and U.S. Highway 165 Business in the City of Gillett, Arkansas and travels west, north and then east. The facility is a two-lane undivided roadway on existing location traversing Arkansas in a northerly direction. The focal city is Gillett, Arkansas. The route is 1.30 miles long ending at the northern intersection of U.S. Highway 165 and U.S. Highway 165 Business near the eastern city limits of Gillett, Arkansas.

7

US Route Number State Type Intersection Point to Point Accumulated Remarks165 Arkansas Regular State Line 0 0 NONE165 Arkansas Regular Wilmot 5 5 NONE165 Arkansas Regular S. of Montrose 17 22 Crosses U.S. 82165 Arkansas Regular Montrose 0 22 Crosses U.S. 82 Business165 Arkansas Regular E. of Dermott 19 41 Joins U.S. 65165 Arkansas Regular S. of McGehee 4 45 Crosses U.S. 278165 Arkansas Regular Dumas 20 65 Leaves U.S. 65165 Arkansas Regular S.E. of Gillett 20 85 Crosses U.S. 165 Business165 Arkansas Business Gillett 0 0 Route begins; leaves U.S. 165165 Arkansas Business Gillett 1 1 Route ends; joins U.S. 165165 Arkansas Regular N.E. of Gillett 1 86 Crosses U.S. 165 Business165 Arkansas Regular Dewitt 13 99 NONE165 Arkansas Regular N.E. of Stuttgart 26 125 Crosses U.S. 79165 Arkansas Regular N. of Stuttgart 2 127 Crosses U.S. 63165 Arkansas Regular S.E. of North Little Rock 42 169 Crosses I-440165 Arkansas Regular North Little Rock 3 172 Route ends, Jct. U.S. 70


US Route Number State Type Intersection Point to Point Accumulated Remarks165 Arkansas Regular North Little Rock 0 0 Route begins, Jct. U.S. 70165 Arkansas Regular Jct. E. North Little Rock 3 3 Crosses I-440165 Arkansas Regular England 18 21 NONE165 Arkansas Regular W. Stuttgart 26 47 Joins U.S. 79 Description changes165 Arkansas Regular E. Stuttgart 1 48 Leaves U.S. 79 Description changes165 Arkansas Regular Dewitt 36 84 NONE165 Arkansas Regular Dumas 34 118 Joins U.S. 65165 Arkansas Regular McGehee 18 136 NONE165 Arkansas Regular Jct. S. McGehee 6 142 Leaves U.S. 65165 Arkansas Regular Montrose 20 162 Crosses U.S. 82165 Arkansas Regular Wilmot 16 178 NONE165 Arkansas Regular State Line 5 183 NONE

US Route Number State Type Intersection Point to Point Accumulated Remarks165 Arkansas Regular North Little Rock 0 0 Route begins, Jct. U.S. 70165 Arkansas Regular Jct. E. North Little Rock 3 3 Crosses I-440165 Arkansas Regular England 18 21 NONE165 Arkansas Regular W. Stuttgart 26 47 Joins U.S. 79 Description changes165 Arkansas Regular E. Stuttgart 1 48 Leaves U.S. 79 Description changes165 Arkansas Regular Dewitt 36 84 NONE165 Arkansas Regular Dumas 34 118 Joins U.S. 65165 Arkansas Regular McGehee 18 136 NONE165 Arkansas Regular Jct. S. McGehee 6 142 Leaves U.S. 65165 Arkansas Regular Montrose 20 162 Crosses U.S. 82165 Arkansas Regular Wilmot 16 178 NONE

165 Arkansas Regular State Line 5 183 NONE





Route


Between

U.S. Highway 167 Business south of the

City of Thornton and

U.S. Highway 79 east of the

City of Thornton













The Arkansas Department of Transportation has constructed a new location facility that bypasses the City of Thornton,

Arkansas. This roadway segment is designated as U.S. Highway 167. This request is to relocate U.S. Highway 167 to

this new location. A separate application is being submitted to redesignate the bypassed portion of U.S. Highway 167 as

U.S. Highway 167 Business.


2



3



VICINITY OF THORNTONCALHOUN COUNTY

THORNTON

TO B

EARD

EN

%

TO FORDYCE%

TO HAMPTON%

I

AB205

KL167

IJH167

KL79

IJH79


U.S. 167

U.S. 167 BUS


Other State HighwaysSYSTEM INFORMATION & RESEARCH DIVISION 2-5-2018

0 0.25 0.5Miles



(Signature)



4



















5

3,300

NONENONE NONE

10

NONE NONE NONE

Percent40 Length60 Degree804080


20Percent Percent

2020

Shoulder Width

Deficiency


Distance Deficiency

11107

30Percent

60 40 6020




1 98652 43

Percent Grade

40

1.00

40 8030

Pave

men

t Typ

e

Pave

men

t Con

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n

Traf

fic A

DT

Percent

0

0.50

M

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Con

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10 20

Pavement Width

Deficiency


1.50

2.00

2.50

3.00

3.50

4.00

End2.50 PH

6





The route begins at the southern intersection of U.S. Highway 167 and U.S. Highway 167 Business south of the City of Thornton, Arkansas and travels north. The facility is a two-lane undivided roadway on new location traversing Arkansas in a northerly direction. The focal city is Thornton, Arkansas. The route is 2.50 miles long ending at the northern intersection of U.S. Highway 79 and U.S. Highway 167 east of the City of Thornton, Arkansas.

7

US Route Number State Type Intersection Point to Point Accumulated Remarks167 Arkansas Regular Junction City 0 0 State Line167 Arkansas Regular S.E. of El Dorado 14 14 Crosses U.S. 82167 Arkansas Regular E. of El Dorado 1 15 Crosses U.S. 82 Business167 Arkansas Regular E. of El Dorado 1 16 Crosses U.S. 63167 Arkansas Regular N.E. of El Dorado 3 19 Crosses U.S. 167 Business167 Arkansas BusinessEl Dorado 0 0 Route begins167 Arkansas BusinessN. of El Dorado 4 4 Route ends; joins U.S. 167167 Arkansas Regular Hampton 18 37 Crosses U.S. 278167 Arkansas Regular S. of Thornton 15 52 Crosses U.S. 167 Business167 Arkansas BusinessS. of Thornton 0 0 Route begins, leaves U.S. 167167 Arkansas BusinessThornton 2 2 Route ends167 Arkansas Regular N.E. of Thornton 2 54 Joins U.S. 79167 Arkansas Regular W. of Fordyce 2 56 Crosses U.S. 79 Business167 Arkansas Regular Fordyce 3 59 Leaves U.S. 79167 Arkansas Regular S. of Sheridan 30 89 Crosses U.S. 167 Business167 Arkansas BusinessS. of Sheridan 0 0 Route begins, leaves U.S. 167167 Arkansas BusinessSheridan 4 4 Crosses U.S. 270167 Arkansas BusinessN. of Sheridan 3 7 Route ends, rejoins U.S. 167167 Arkansas Regular W. of Sheridan 5 94 Crosses U.S. 270167 Arkansas Regular N. of Sheridan 3 97 Crosses U.S. 167 Business167 Arkansas Regular E. of East End 18 115 Joins I-530167 Arkansas Regular S. of Little Rock 9 124 Joins I-440167 Arkansas Regular S.E. of North Little Rock 7 131 Crosses U.S. 165167 Arkansas Regular E. of North Little Rock 2 133 Crosses U.S. 70167 Arkansas Regular E. North Little Rock 1 134 Joins I-40167 Arkansas Regular North Little Rock 4 138 Leaves I-40; joins U.S 67167 Arkansas Regular W. of Beebe 28 166 Crosses U.S. 64167 Arkansas Regular N. of Beebe 2 168 Crosses 67 Business167 Arkansas Regular S. of Searcy 12 180 Crosses U.S. 67 C (South Searcy)167 Arkansas Regular N. of Searcy 4 184 Crosses U.S. 67 C (North Searcy)167 Arkansas Regular Bald Knob 9 193 Leaves U.S. 67167 Arkansas Regular Batesville 34 227 NONE167 Arkansas Regular Ash Flat 37 264 Route ends; Jct. U.S. 62 and U.S. 412








Between

U.S. Highway 167 south of the

City of Thornton and


City of Thornton













The Arkansas Department of Transportation has constructed a new location facility that bypasses the City of Thornton,

Arkansas. This roadway segment is designated as U.S. Highway 167. A separate request has been submitted to

relocate U.S. Highway 167 to this new location. It is requested that U.S. Highway 167, through the City of Thornton,

Arkansas, be redesignated as U.S Highway 167 Business.

Date facility available to traffic NA Does the petition propose a new routing over a portion of an existing U.S. Route? Yes If so, where? Through the City of Thornton, Arkansas Does the petition propose a new routing over a portion of an existing Interstate Route? No If so, where?

2



3



0 0.25 0.5Miles


VICINITY OF THORNTONCALHOUN COUNTY

THORNTON

TO B

EARD

EN

%

TO FORDYCE%

TO HAMPTON%

%%

I

AB205

KL167

IJH167

KL79

At-Grade RxRCrossing

IJH79

%%1

# Control Point


U.S. 167

U.S. 167 BUS


Other State Highways



(Signature)



4



















5

H

NONE

Length2020

NONE66% 64⁰

40 80


Distance DeficiencyH - Loading

Deficiency

Degree

Percent Grade

20 6020

4.00


1.50

2.00

2.50

3.00

3.50

F

40

End 1.60

3

Shoulder Width

Deficiency

1.00

0.50

M

ileag

e

Con

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oint

s an

d M

ileag

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Pave

men

t Typ

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Pave

men

t Con

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250

PercentPercentPercent

1 9865


Percent80

030 40 60

Pavement Width

Deficiency

1

2 1110

10

7

30Percent

60

4

40

NONE NONE

10

Traf

fic A

DT

NONE


40


20 80

6




Begin your description here in unformatted single spaced paragraph format: The route begins at the southern intersection of U.S. Highway 167 and U.S. Highway 167 Business south of the City of Thornton, Arkansas and travels north. The facility is a two-lane undivided roadway on existing location traversing Arkansas in a northerly direction. The focal city is Thornton, Arkansas. The route is 1.60 miles long ending at the northern intersection of U.S. Highway 79 Business and U.S. Highway 167 Business in the City of Thornton, Arkansas.

7

US Route Number State Type Intersection Point to Point Accumulated Remarks167 Arkansas Regular Junction City 0 0 State Line167 Arkansas Regular S.E. of El Dorado 14 14 Crosses U.S. 82167 Arkansas Regular E. of El Dorado 1 15 Crosses U.S. 82 Business167 Arkansas Regular E. of El Dorado 1 16 Crosses U.S. 63167 Arkansas Regular N.E. of El Dorado 3 19 Crosses U.S. 167 Business167 Arkansas BusinessEl Dorado 0 0 Route begins167 Arkansas BusinessN. of El Dorado 4 4 Route ends; joins U.S. 167167 Arkansas Regular Hampton 18 37 Crosses U.S. 278167 Arkansas Regular S. of Thornton 15 52 Crosses U.S. 167 Business167 Arkansas BusinessS. of Thornton 0 0 Route begins, leaves U.S. 167167 Arkansas BusinessThornton 2 2 Route ends167 Arkansas Regular N.E. of Thornton 2 54 Joins U.S. 79167 Arkansas Regular W. of Fordyce 2 56 Crosses U.S. 79 Business167 Arkansas Regular Fordyce 3 59 Leaves U.S. 79167 Arkansas Regular S. of Sheridan 30 89 Crosses U.S. 167 Business167 Arkansas BusinessS. of Sheridan 0 0 Route begins, leaves U.S. 167167 Arkansas BusinessSheridan 4 4 Crosses U.S. 270167 Arkansas BusinessN. of Sheridan 3 7 Route ends, rejoins U.S. 167167 Arkansas Regular W. of Sheridan 5 94 Crosses U.S. 270167 Arkansas Regular N. of Sheridan 3 97 Crosses U.S. 167 Business167 Arkansas Regular E. of East End 18 115 Joins I-530167 Arkansas Regular S. of Little Rock 9 124 Joins I-440167 Arkansas Regular S.E. of North Little Rock 7 131 Crosses U.S. 165167 Arkansas Regular E. of North Little Rock 2 133 Crosses U.S. 70167 Arkansas Regular E. North Little Rock 1 134 Joins I-40167 Arkansas Regular North Little Rock 4 138 Leaves I-40; joins U.S 67167 Arkansas Regular W. of Beebe 28 166 Crosses U.S. 64167 Arkansas Regular N. of Beebe 2 168 Crosses 67 Business167 Arkansas Regular S. of Searcy 12 180 Crosses U.S. 67 C (South Searcy)167 Arkansas Regular N. of Searcy 4 184 Crosses U.S. 67 C (North Searcy)167 Arkansas Regular Bald Knob 9 193 Leaves U.S. 67167 Arkansas Regular Batesville 34 227 NONE167 Arkansas Regular Ash Flat 37 264 Route ends; Jct. U.S. 62 and U.S. 412


DEPARTMENT OF TRANSPORTATION

STATE OF GEORGIA

_____________

Abstract

Designating the US Bicycle Route System has been the intention of the Georgia DOT since 1995 when the State Transportation Board adopted several goals to guide the development and implementation of a statewide bicycle and pedestrian system. The U.S. Bicycle Route System is a unique opportunity to bring the economic benefits of bicycle tourism to Georgia and to promote Georgia’s cities and towns along the route. USBR 15 in particular will greatly increase regional connectivity by connecting Florida to South Carolina upon its completion. Please feel free to follow up with me with any questions. Thank you! Jack Anninos - [email protected] , 404.635.2834.


Application, Page 1

APPLICATION FOR DESIGNATION OF A U.S. BICYCLE ROUTE (APRIL 20, 2018)

Member State Submitting Application: Georgia USBR No. 15 Date: 04/11/2018

This is an application for (please check):

Establishment of a new U.S. Bicycle Route or segment Realignment of an existing U.S. Bicycle Route Deletion of a U.S. Bicycle Route or segment

Route Connects Fitzgerald, GA and Georgia-Florida Border

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

The following state or states are involved: Georgia (with concurrence from Florida DOT)

Map and Route Log

Attachment A: Map (PDF the map in color and attach to this form) Attachment B: Route Log 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 Point of Route or Realignment

Miles traveled on this facility

Turn location and road name/ designation

General Direction of Travel

Turn by turn directions are attached in Appendix B: Route Log. Turn by turn directions are provided for USBR 15 in Georgia

Terminus: Georgia-Florida Border

Total Mileage: 91.2

Application, Page 3

Attachment A: Map

Application, Page 4

Attachment B: Route Log

Rt # Leg (mi) Notes Tot.

Mi. County City Street Jurisdiction


15 0.6

Start on North Main Street and continue onto South Main Street 0.0 Ben Hill Fitzgerald City Street South

15 0.0

Continue on North Main Street / South Main Street 0.6 Ben Hill Fitzgerald City Street South

15 0.6 Continue onto South Main Street 0.6 Ben Hill Fitzgerald City Street South

15 0.4 Turn Right on West Roanoke Dr 1.2 Ben Hill Fitzgerald City Street West

15 1.3 Turn left on Perry House Rd 1.6 Ben Hill Fitzgerald City Street South

15 0.5 Continue on Perry House Rd 3.0 Ben Hill Fitzgerald City Street South

15 1.8 Countinue on Perry House Rd 3.4 Ben Hill County Road South

15 3.5 Countinue on Perry House Rd/Vo Tech Dr 5.2 Irwin County Road South

15 1.5 Countinue on Vo Tech Dr/Almond St/First St 8.7 Irwin OCILLA City Street South

15 0.3 Turn Right on Apricot Street 10.2 Irwin OCILLA City Street South

15 0.7 Turn Right on Five Bridges Rd 10.5 Irwin OCILLA City Street Southwest

15 8.9 Continue on Five Bridges Rd 11.2 Irwin County Road Southwest

15 0.3

Continue on Five Bridges Rd/ Ferry Lake Rd 20.1 Tift County Road South

15 0.6 Turn Left on Enigma Turner Church Rd 20.4 Tift County Road South

15 3.0

Continue on Enigma Turner Church Rd/ Turner Church Rd 21.0 Berrien County Road South

15 0.9 Continue on Turner Church Rd/ Norris St 24.0 Berrien Enigma City Street South

15 0.1 Turn Right on Savannah Ave 24.9 Berrien Enigma City Street West

15 0.1 Turn Left on Main St 25.0 Berrien Enigma City Street South

15 1.0 Turn Left on Nashville-Enigma Rd 25.1 Berrien Enigma City Street Southeast

Application, Page 5

15 13.6

Continue on Nashville-Enigma Rd 26.1 Berrien County Road Southeast

15 0.6 Continue on Nashville-Enigma Rd 39.7 Berrien Nashville City Street South

15 0.2 Turn Left on GA Hwy 125 40.3 Berrien Nashville

GA State Route Southeast

15 1.0 Turn Right on Dogwood Dr 40.5 Berrien Nashville City Street South

15 0.0 Turn Right on GA Hwy 76 & SR 76 41.5 Berrien

GA State Route South

15 0.4 Turn Left on S Dogwood Dr 41.5 Berrien Nashville City Street South

15 0.3 Turn Right on Cecil Rd 41.9 Berrien Nashville City Street South

15 6.8 Continue on Cecil Rd/ S Coffee Rd 42.2 Berrien County Road Southwest

15 0.5 Turn Right on Futch's Ferry Rd 49.0 Berrien County Road Southwest

15 0.8

Continue on Futch's Ferry Rd/Old Coffee Rd 49.5 Cook County Road Southwest

15 4.8 Turn Left on Futch Rd 50.3 Cook County Road Southeast

15 6.2 Continue on Futch Rd/Skipper Bridge Rd 55.1 Lowndes County Road Southeast

15 3.3 Turn Left on Skipper Bridge Rd 61.3 Lowndes County Road South

15 0.1 Continue on Skipper Bridge Rd 64.6 Lowndes Valdosta City Street South

15 0.1 Turn Left on Bemiss Rd/ GA Hwy 125 64.7 Lowndes Valdosta

GA State Route Northeast

15 0.1 Continue on Bemiss Rd/ GA Hwy 125 64.8 Lowndes


15 0.1 Continue on Bemiss Rd/ GA Hwy 125 64.9 Lowndes Valdosta


15 0.1 Continue on Bemiss Rd/ GA Hwy 125 64.9 Lowndes


15 0.1 Continue on Bemiss Rd/ GA Hwy 125 65.0 Lowndes Valdosta


15 0.1 Turn Right on Guest Rd 65.1 Lowndes Valdosta City Street East

15 1.3 Continue on Guest Rd 65.2 Lowndes County Road East

15 0.6 Turn Right on Bemiss Knights Academy Rd 66.5 Lowndes County Road South

15 0.7 Turn Left on Knights Academy Rd 67.1 Lowndes County Road East

15 1.4 Turn Left on Stallings Road 67.8 Lowndes County Road South

15 0.0 Continue on Stallings Road 69.3 Lowndes Valdosta City Street South

15 0.2 Turn Right on Mt. Zion Church Road 69.3 Lowndes Valdsota City Street West

15 0.8 Continue on Mt. Zion Church Road 69.5 Lowndes County Road West

Application, Page 6

15 0.4 Turn Left on Jaycee Shack Road 70.3 Lowndes County Road Southwest

15 2.2

Continue on Jaycee Shack Road/ Baymeadows Dr 70.7 Lowndes Valdosta City Street Southwest

15 0.4 Turn Right on E Moore St 72.9 Lowndes Valdosta City Street West

15 0.1 Turn Left on N Forrest St 73.3 Lowndes Valdosta City Street South

15 0.6 Turn Right on Woodlawn Dr 73.4 Lowndes Valdosta City Street West

15 0.0 Turn Right on Vallontton Dr 74.0 Lowndes Valdosta City Street West

15 1.1

Turn Left on the Paved Bike Trial (Azalea City Trail) 74.0 Lowndes Valdosta

City of Valdosta Southwest

15 1.2

Continue on the Azalea City Trail through VSU Campus to Albert Rd 75.0 Lowndes Valdosta

City of Valdosta West

15 0.2 Turn Right on Albert Rd 76.3 Lowndes Valdosta City Street West

15 0.0 Turn Left on Melody Ln/ Lankford Dr. 76.5 Lowndes Valdosta City Street Southwest

15 0.6 Continue on Melody Ln/ Lankford Dr. 76.5 Lowndes Valdosta City Street Southwest

15 0.9

Turn Left on N St. Augustine Rd./ Ga Hwy 133 77.1 Lowndes Valdosta

GA State Route Southeast

15 0.5

Continue on N St. Augustine Rd/ SR 133/ S St. Augustine Rd 78.0 Lowndes Valdosta City Street Southeast

15 0.7 Continue on S St. Augustine Rd. 78.5 Lowndes County Road Southeast

15 0.1 Continue on S St. Augustine Rd. 79.2 Lowndes County Road Southeast

15 0.3

Continue on S St. Augustine Rd./ Old Clyattville Rd 79.3 Lowndes Valdosta City Street Southeast

15 0.6 Continue on Old Clyattville Road 79.6 Lowndes Valdosta City Street Southeast

15 1.6 Continue On Old Clyattville Road 80.3 Lowndes County Road Southwest

15 6.2 Continue On Old Clyattville Road 81.8 Lowndes County Road Southwest

15 0.4

Turn Left on Clyattville-Nakin Road/ Main Street 88.0 Lowndes County Road East

15 3.9 Turn Right on Madison Highway GA 31 88.4 Lowndes

GA - State Route South

15 0.1

Continue on Madison Highway GA 31/ End at Florida State Line 92.3 Brooks

GA - State Route South

Application, Page 7

Attachment C: Letters and Resolutions of Support

Bleckley County City of Dublin City of Pineview City of Rochelle Laurens County Wilcox County Ben Hill County Brooks County City of Enigma City of Lakeland City of Ocilla City of Tifton City of Valdosta Irwin County Lanier County Lowndes County City of Nashville Berrien County City of Fitzgerald Cook County Tift County

41 EJ CITY of VALDOSTA GEORGIAJGN

John GayleMayor

July 19 2017

Commissioner Russell McMurryGeorgia Department of TransportationOne Georgia Center600 West Peachtree NW

Atlanta GA 30308

Dear Commissioner McMurry

The City of ValdostaLowndes County would like to offer our support for the designation of theproposed U S Bicycle Route 15 USBR 15 and its spurs through our community We recognize thatbicycle tourism is a growing industry in North America contributing 47 billion a year to theeconomies of communities that provide facilities for such tourists As a community we stand tobenefit from this opportunity both economically and from the health and environmental relatedbenefits of encouraging bicycle travel in our region

The U S Bicycle Route System is a bicycle based transportation system sponsored by the AmericanAssociation of State Highway and Transportation Officials AASHTO Our community lies withinthe proposed USBR 15 corridor that extends across southern Georgia and connects our community toValdosta Tifton Warner Robins Macon and Milledgeville and ultimately both Florida and NorthCarolina

The proposed route for USBR 15 will provide a benefit to our residents and businesses and we endorsehaving the route mapped and signed thereby promoting bicycle tourism in our area Therefore theCity of ValdostaLowndes County hereby expresses its support for USBR 15 and requests that theappropriate officials nominate the route for AASHTO designation as soon as this can be achieved

Sincerely

Joh Gayleor

tsb

cc Katelyn DiGioia GDOT Bicycle and Pedestrian Engineer

P O Box 1125 216 E Central Ave Valdosta Georgia 31603 229 2593500 FAX 229 2595411An Equal Opportunity Employer

Certified

City ofEthics


STATE OF GEORGIA

_____________

Abstract Designating the US Bicycle Route System has been the intention of the Georgia DOT since 1995 when the State Transportation Board adopted several goals to guide the development and implementation of a statewide bicycle and pedestrian system. The U.S. Bicycle Route System is a unique opportunity to bring the economic benefits of bicycle tourism to Georgia and to promote Georgia’s cities and towns along the route. The name changes proposed for the spurs on USBR 21 will update the naming convention to the proper standard. Please feel free to follow up with me with any questions. Thank you! Jack Anninos - [email protected] , 404.635.2834.


Application, Page 1

APPLICATION FOR DESIGNATION OF A U.S. BICYCLE ROUTE (JUNE 12, 2017)



Establishment of a new U.S. Bicycle Route or segment* Realignment of an existing U.S. Bicycle Route Deletion of a U.S. Bicycle Route or segment

*NOTE: USBR 221 was originally designated as 321 in the 2015 USBR 21 application. This is a simple name change.

Route Connects Chickamauga & Chattanooga National Military Park and Chickamauga


The following state or states are involved: Georgia (with concurrence from Tennessee DOT)

Map and Route Log







Terminus: Chickamauga

Total Mileage: 12.6

Application, Page 3

Attachment A: Map

Application, Page 4





221 0

Deviate from USBR 21 at mile 6.9 from Chattooga Valley Road 0 Walker

221 0 Turn left onto Happy Valley Rd 0.5 Walker County Road E

221 2 Turn left to stay on Happy Valley Rd 2.2 Walker County Road N

221 1 Turn right onto GA-2 E/Battlefield Pkwy 3 Walker

GA - State Route E

221 1 Turn right onto McFarland Ave 3.7 Walker County Road S

221 2 Turn right 5.8 Walker County Road S 221 0 Turn right 6.2 Walker County Road S 221 1 Turn left 6.6 Walker County Road S

221 0 Turn right onto Vittetoe Rd 7 Catoosa

Fort Oglethorpe - Chickamauga & Chattanooga National Military Park NPS S

221 1 Continue onto Vittetoe Chickamauga Rd 7.7 Walker


221 0 Slight left onto Lytle Rd 7.8 Walker


221 1 Continue onto Osburn Rd 9 Walker Chickamauga County Road S

221 2 Turn right onto 5 Points Rd 10.8 Walker Chickamauga City Street S

221 0 Turn left onto Hamel Dr 10.9 Walker Chickamauga City Street S 221 0 Turn right onto Terri Ln 11.2 Walker Chickamauga City Street S

221 0 Turn left onto Thomas Ave 11.3 Walker Chickamauga City Street W

Application, Page 5

221 0 Turn right onto 9th St 11.7 Walker Chickamauga City Street S

221 0 Turn left onto Lee Ave 11.8 Walker Chickamauga GA - State Route S

221 0 Continue onto Cove Rd 11.8 Walker Chickamauga GA - State Route S

221 1 Turn left onto W 14th St/Glass Mill Rd 12.3 Walker Chickamauga City Street S


STATE OF GEORGIA

_____________

Abstract Designating the US Bicycle Route System has been the intention of the Georgia DOT since 1995 when the State Transportation Board adopted several goals to guide the development and implementation of a statewide bicycle and pedestrian system. The U.S. Bicycle Route System is a unique opportunity to bring the economic benefits of bicycle tourism to Georgia and to promote Georgia’s cities and towns along the route. The name changes proposed for the spurs on USBR 21 will update the naming convention to the proper standard. Please feel free to follow up with me with any questions. Thank you! Jack Anninos - [email protected] , 404.635.2834.


Application, Page 1

APPLICATION FOR DESIGNATION OF A U.S. BICYCLE ROUTE (JUNE 12, 2017)



Establishment of a new U.S. Bicycle Route or segment* Realignment of an existing U.S. Bicycle Route Deletion of a U.S. Bicycle Route or segment

*NOTE: USBR 421 was originally designated as 521 in the 2015 USBR 21 application. This is a simple name change.

Route Connects Mountain Cove Farm and LaFayette


The following state or states are involved: Georgia (with concurrence from Tennessee DOT)

Map and Route Log







Terminus: Chickamauga

Total Mileage: 38.8

Application, Page 3

Attachment A: Map

Application, Page 4





421 0

Deviate from USBR 21 at mile 11.6 from Old Grand Central road 0 x

421 0 Slight left onto N Marble Top Rd 1.9 Walker County Road SW

421 4 Turn right onto GA-136 W 6.2 Walker

GA - State Route W

421 1 Turn left onto GA-193 S 6.9 Walker

GA - State Route S

421 3 Turn right onto W Cove Rd 9.6 Walker County Road S

421 10

W Cove Rd turns slightly right and becomes Dougherty Gap Rd 19.4 Walker County Road S

421 2 Slight right onto Hog Jowl Rd 21 Walker County Road N

421 6 Turn right to stay on Hog Jowl Rd 26.5 Walker County Road E

421 5 Turn right onto GA-193 S 31.1 Walker

GA - State Route E

421 4 Turn left onto Shinbone Ridge Rd 35.1 Walker County Road NE

421 2 Continue onto Shinebone Ridge Rd 37.1 Walker LaFayette County Road E

421 0 Continue onto N Chattanooga St 37.2 Walker LaFayette City Street SE

421 1 Turn left onto W Main St 38.5 Walker LaFayette

GA - State Route E

421 0 Turn right onto S Cherokee St 38.7 Walker LaFayette City Street S

4/9/2018

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Documents

June 12 7...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