is to facilitate travel on the main interstate...is to facilitate travel on the main interstate...

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 I-57 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

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

Between

Interstate 40 in the City of

North Little Rock and

U.S. Highway 412 in the City of Walnut Ridge

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

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

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 Arkansas Department of Transportation requests the designation of Future Interstate 57 along existing U.S. Highway

67, from the junction of Interstate 40 in the City of North Little Rock, Arkansas to the junction of U.S. Highway 412 in the

City of Walnut Ridge, Arkansas.

Date facility available to traffic N/A Does the petition propose a new routing over a portion of an existing U.S. Route? Yes If so, where? U.S. Highway 67, from the junction with Interstate 40 in the City of North Little Rock to the junction of U.S. Highway 412 in the City of Walnut Ridge, Arkansas. Does the petition propose a new routing over a portion of an existing Interstate Route? No If so, where?

2

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.)

3


Instructions for Preparation of 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.

5

Con

trol P

oint

s an

d M

ileag

e

Pave

men

t Typ

e

Pave

men

t Con

ditio

n

Major Structures

20 40PercentPercent

160

Traf

fic A

DT

0

Comparison to Applicable AASHTO Design Standards

Pavement Width

Deficiency

20

40

Horizontal Curvature

Percent Grade

Degree

Attach additional sheet here if necessary

60

80

100

120

1

Shoulder Width

Deficiency

Percent20

62 4

140

F

60

40

2

End 123.80 H

M

ileag

e3

Roadway Width Deficiency

10 40

Show When In Excess of Standard

5

20

11107

30Percent

Length20Percent

98

10

Vertical Sight Distance

DeficiencyH - Loading Deficiency

30 80 40

NONE

60

NONE1

8020 6080 40

NONE NONE NONE

35,400

LP 15'-10"

LP 15'-8"

The affected structures are

scheduled to be replaced under Job

CA0604 with a 04/2019 Letting

date.

152'

NONE

6

Contact Information: Name Brad McCaleb Telephone Number (501) 569-2946 Email Address [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 (northj, 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 the junction of U.S. Highway 67 and Interstate 40 in the City of North Little Rock, Arkansas and travels in a northeast direction toward the City of Walnut Ridge, Arkansas. The route is a four-lane divided roadway built to Interstate standards on existing location traveling in a southwest-northeast direction in Arkansas. The focal cities are North Little Rock, Arkansas and Walnut Ridge, Arkansas. The route is 123.80 miles long ending at the junction of U.S. Highway 67 and U.S. Highway 412 in the City of Walnut Ridge, Arkansas.

7

LITTLEROCK

CONWAY

NORTHLITTLEROCK

JONESBORO

BENTON

SHERWOOD

JACKSONVILLE

CABOT

SEARCY

FORRESTCITY

BATESVILLE

MAUMELLE

BRYANTHOT SPRINGS VILLAGE

HICKORY RIDGE CHERRY VALLEY

WYNNE

AUGUSTA

PATTERSON MCCRORY

HUNTER

COTTONPLANT

COLT

CALDWELL

WIDENER

MADISON

PALESTINE

WHEATLEY

FARGO

BRINKLEY

CLARENDON

ROE

HOLLYGROVE

HAYNES

MORO

MARIANNA

AUBREY

RONDO LA GRANGE

LEXA

MARVELL

STUTTGART

FOUNTAINLAKE

LONSDALE

HASKELL

BAUXITE EAST END

ALEXANDERSHANNON

HILLS

CAMMACKVILLAGE

WRIGHTSVILLE

KEO

ENGLAND COY ALLPORTHUMNOKE

LONOKE CARLISLE

WARDAUSTIN

ULM

HAZENDEVALLS

BLUFF

BISCOE

DES ARC

FISHER

WALDENBURG

WEINER

HARRISBURG

BONO

CASH

EGYPT

O'KEAN

DELAPLAINEIMBODEN

BLACKROCK

POWHATANPORTIASMITHVILLE

LYNN

STRAWBERRY

HOXIE

MINTURN SEDGWICK

WALNUTRIDGE

COLLEGECITY

ALICIA

SWIFTON

TUCKERMAN

GRUBBS

CAMPBELLSTATIONDIAZ

NEWPORTJACKSONPORT

WELDONBEEDEVILLE

TUPELO

GEORGETOWNGRIFFITHVILLE

BEEBE

MCRAE

GARNER

HIGGINSONWEST POINT

JUDSONIA

BALDKNOB

RUSSELL

BRADFORD

ROSE BUD

LETONA

PANGBURN

QUITMAN

HEBERSPRINGS

CONCORD

GREERS FERRYHIGDEN PLEASANT

PLAINS

OIL TROUGH

NEWARKMAGNESS

SULPHURROCK

MOOREFIELD

CUSHMAN

MOUNTAINVIEW

FIFTY-SIX

GUION

MOUNTPLEASANT

MELBOURNE

CALICOROCK

PINEVILLEOXFORD FRANKLIN

HORSESHOEBEND

CAVE CITY

SIDNEY

EVENINGSHADE

ASHFLAT

ADONA

PERRYVILLE

PERRY HOUSTON

BIGELOW

FOURCHE

MAYFLOWER

VILONIA

ENOLAHOLLAND

MOUNTVERNON

WOOSTER

GREENBRIER

GUYTWIN GROVES

DAMASCUS

FAIRFIELDBAY

SHIRLEY

CLINTON

MENIFEE

PLUMERVILLE

MORRILTON

OPPELO

ATKINS

LESLIE

MARSHALL

BIG FLATGILBERT

ST. JOEPINDALL

YELLVILLE

SALESVILLE

NORFORK

SOUTH BEND

SOUTHSIDE

!"#$30

!"#$40

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%&'(630%&'(440

%&'(530

KL167KL412

KL165

KL167

IJ49

IJ63

IJ64

IJ65

IJ79

IJ64

IJ70IJ49

IJ67

IJ65

IJ79

IJ63

IJ70

IJ67

IJ67

IJ65

IJ64

IJ67

AB367

AB367

AB367

AB319

AB107

AB226

AB300

AB110

AB141

AB154

?@69

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?@14 ?@56

?@38

?@89

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?@10

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Proposed Construction

SYSTEM INFORMATION & RESEARCH DIVISION 7-24-2017

0 10 20 Miles

THIS PORTION OF HIGHWAY 67, SECTIONS 10-18

TO BE REDESIGNATED ASFUTURE INTERSTATE 57

%

%

U.S. Highway 67Future Interstate 57 Designation

Designation Requested

I

%

%

%

%

%

%

CHANGES TO THE STATE HIGHWAY SYSTEMPULASKI, LONOKE, WHITE, JACKSON, CRAIGHEAD, AND LAWRENCE COUNTIES

U.S. Highway 67 Designation as Future Interstate 57 - Request for Approval

!"#$57FutureI-57

%%

1

%%

2

!"#$57FutureI-57

!"#$57FutureI-57

!"#$57FutureI-57

!"#$57FutureI-57

!"#$57FutureI-57

August 11, 2017

Mr. Jim McDonnell AASHTO Program Director for Engineering 444 North Capitol Street NW, Suite 249 Washington, D.C. 20001

Dear Mr. McDonnell:

Reference is made to the solicitation for applications for U.S. Route Numbering changes.

Enclosed you will find an application requesting approval to recognize U.S. Highway 71 Business through Waldron, Arkansas. This change only affects routes in the State of Arkansas.

This application has been electronically submitted to [email protected]. If additional information is needed, please advise.

Sincerely,

Scott E. Bennett, P.E. Director

Enclosure

c: Senator Tom Cotton Senator John Boozman Congressman Bruce Westerman

Highway Commission Deputy Director and Chief Operating Officer

Deputy Director and Chief Engineer Assistant Chief Engineer – Planning Federal Highway Administration

August 11, 2017


Dear Mr. McDonnell:




Sincerely,


Enclosure




\\san1\sir\SystemInformation\USRouteNumbering\Pending_US Route Apps\Fall 2017 submittal\US 71Bus\Letters\AASHTO_US71Bus_Waldron_Submittal_CoverLetter_PATH.docx



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 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. 71 Business


Between

U.S. Highway 71 south of the City of Waldron and

U.S. Highway 71 north of the City of Waldron


Arkansas












The Arkansas Department of Transportation has constructed a new location facility with passing lanes that bypasses the

City of Waldron, Arkansas. A separate request has been approved to relocate U.S. Highway 71 to this location. It is

requested that U.S. Highway 71, through the City of Waldron, Arkansas, be redesignated as U.S Highway 71 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 Waldron, Arkansas Does the petition propose a new routing over a portion of an existing Interstate Route? No If so, where?

2



3



0 0.75 1.5Miles

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

VICINITY OF WALDRONSCOTT COUNTY

Existing U.S. HighwaysU.S. 71U.S. 71 BUS

WALDRON

Proposed Designation

Other State Highways

TO O

KLAH

OMA

%

AB248

AB80

TO MANSFIELD%

TO MENA%

TO D

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%%

# Control Point

I

AB80

AB248

AB250

KL71

IJH71

KL71

KL71

At-Grade RxRCrossings

1 %%

2

%%

4 3

5

%%

%%

%%

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 1,800 as compared to 8,300 for the year 2016 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.

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


















5

2

3

2010 40Pave

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1Tr

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AD

TNONE

80 60

NONE

8020

NONE

DegreePercent40 60

4

NONE

20 2040

45%

6

Percent

45%60


11

Major Structures

107

30

98


Length

END6.00

80

Percent Grade

1 32 5


4

8


3

4

5

6

5

G

7

RxR

2

1,800H

1

M

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Con

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030

Pavement Width

Deficiency



Deficiency

NONE

49%

7⁰

9⁰

39%

10⁰

14⁰

Shoulder Width

Deficiency

Percent

H - Loading Deficiency

10Percent

40Percent

40 20

6



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 the southern intersection of U.S. Highway 71 and U.S. Highway 71 Business south of the City of Waldron, 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 Waldron, Arkansas. The route is 6.00 miles long ending at the northern intersection of U.S. Highway 71 and U .S. Highway 71 Business north of the City of Waldron, Arkansas.

7

August 11, 2017


Dear Mr. McDonnell:




Sincerely,


Enclosure




August 11, 2017


Dear Mr. McDonnell:




Sincerely,


Enclosure




\\san1\sir\SystemInformation\USRouteNumbering\Pending_US Route Apps\Fall 2017 submittal\US 71Bus\Letters\AASHTO_US71Bus_Waldron_Submittal_CoverLetter_PATH.docx






Between

U.S. Highway 71 south of the City of Waldron and

U.S. Highway 71 north of the City of Waldron


Arkansas












The Arkansas Department of Transportation has constructed a new location facility with passing lanes that bypasses the

City of Waldron, Arkansas. A separate request has been approved to relocate U.S. Highway 71 to this location. It is

requested that U.S. Highway 71, through the City of Waldron, Arkansas, be redesignated as U.S Highway 71 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 Waldron, Arkansas Does the petition propose a new routing over a portion of an existing Interstate Route? No If so, where?

2



3



0 0.75 1.5Miles


VICINITY OF WALDRONSCOTT COUNTY


WALDRON



TO O

KLAH

OMA

%

AB248

AB80

TO MANSFIELD%

TO MENA%

TO D

ANVI

LLE

%

AB272%%

%%

# Control Point

I

AB80

AB248

AB250

KL71

IJH71

KL71

KL71

At-Grade RxRCrossings

1 %%

2

%%

4 3

5

%%

%%

%%



(Signature)





4



















5

2

3

2010 40Pave

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TNONE

80 60

NONE

8020

NONE

DegreePercent40 60

4

NONE

20 2040

45%

6

Percent

45%60


11

Major Structures

107

30

98


Length

END6.00

80

Percent Grade

1 32 5


4

8


3

4

5

6

5

G

7

RxR

2

1,800H

1

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Con

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Pave

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030

Pavement Width

Deficiency



Deficiency

NONE

49%

7⁰

9⁰

39%

10⁰

14⁰

Shoulder Width

Deficiency

Percent


10Percent

40Percent

40 20

6




Begin your description here in unformatted single spaced paragraph format:

The route begins at the southern intersection of U.S. Highway 71 and U.S. Highway 71 Business south of the City of Waldron, 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 Waldron, Arkansas. The route is 6.00 miles long ending at the northern intersection of U.S. Highway 71 and U .S. Highway 71 Business north of the City of Waldron, Arkansas.

7

US Route Number State Type Intersection Point to Point Accumulated Remarks71 Arkansas Regular State Line 0 0 NONE71 Arkansas Regular Rogers 17 17 Joins U.S. 6271 Arkansas Regular Springdale 11 28 Crosses U.S. 412

71 Arkansas Regular Jct. N. Fayetteville 4 32 U.S. 71 Bus., U.S. 62 Bus. begin and leave

71 Arkansas Business Jct. N. Fayetteville 0 0Route begins, leaves U.S. 71, U.S. 62; U.S. 62 Bus. begins & joins

71 Arkansas Business Fayetteville 5 5 Leaves U.S. 62 Bus.71 Arkansas Business Jct. S. Fayetteville 2 7 Route ends, rejoins U.S. 71

71 Arkansas Regular Jct. W. Fayetteville 6 38Leaves U.S. 62; U.S. 62 Bus. rejoins and ends

71 Arkansas Regular Jct. S. Fayetteville 2 40 U.S. 71 Bus. rejoins and ends71 Arkansas Regular Alma 45 85 Joins I-4071 Arkansas Regular Van Buren 6 91 Leaves I-40; I-540 begins and Joins

71 Arkansas Regular Van Buren 1 92Crosses U.S. 64; U.S. 71 Bus. begins and leaves

71 Arkansas Business Van Buren 0 0Route begins, leaves U.S. 71 and I-540; joins U.S. 64

71 Arkansas Business Fort Smith 7 7 Leaves U.S. 6471 Arkansas Business Fort Smith 4 11 U.S. 271 begins and leaves

71 Arkansas Business Jct. S. Fort Smith 2 13 Crosses I-540; Route ends, rejoins U.S. 71

71 Arkansas Regular Jct. S. Fort Smith 11 103 Leaves I-540; U.S. 71 Bus. rejoins and ends71 Arkansas Regular Y City 58 161 Joins U.S. 27071 Arkansas Regular Acorn 16 177 Leaves U.S. 270, joins U.S. 5971 Arkansas Regular Mena 5 182 NONE71 Arkansas Regular DeQueen 46 228 Joins U.S. 7071 Arkansas Regular Jct. E. DeQueen 8 236 Leaves U.S. 7071 Arkansas Regular Ashdown 26 262 NONE71 Arkansas Regular State Line 12 274 NONE71 Arkansas Regular Texarkana 0 0 State Line; crosses U.S. 67, U.S. 8271 Arkansas Regular Doddridge 27 27 NONE71 Arkansas Regular State Line 5 32 NONE

1

Hwy 71 Point-to-Point

US Route Number State Type Intersection Point to Point Accumulated Remarks71 Arkansas Regular State Line 0 0 NONE71 Arkansas Regular Rogers 17 17 Joins U.S. 6271 Arkansas Regular Springdale 11 28 Crosses U.S. 41271 Arkansas Regular Jct. N. Fayetteville 4 32 U.S. 71 Bus., U.S. 62 Bus. begin and leave71 Arkansas Business Jct. N. Fayetteville 0 0 Route begins, leaves U.S. 71, U.S. 62; U.S. 62 Bus. begins & joins71 Arkansas Business Fayetteville 5 5 Leaves U.S. 62 Bus.71 Arkansas Business Jct. S. Fayetteville 2 7 Route ends, rejoins U.S. 7171 Arkansas Regular Jct. W. Fayetteville 6 38 Leaves U.S. 62; U.S. 62 Bus. rejoins and ends71 Arkansas Regular Jct. S. Fayetteville 2 40 U.S. 71 Bus. rejoins and ends71 Arkansas Regular Alma 45 85 Joins I-4071 Arkansas Regular Van Buren 6 91 Leaves I-40; I-540 begins and Joins71 Arkansas Regular Van Buren 1 92 Crosses U.S. 64; U.S. 71 Bus. begins and leaves71 Arkansas Business Van Buren 0 0 Route begins, leaves U.S. 71 and I-540; joins U.S. 6471 Arkansas Business Fort Smith 7 7 Leaves U.S. 6471 Arkansas Business Fort Smith 4 11 U.S. 271 begins and leaves71 Arkansas Business Jct. S. Fort Smith 2 13 Crosses I-540; Route ends, rejoins U.S. 7171 Arkansas Regular Jct. S. Fort Smith 11 103 Leaves I-540; U.S. 71 Bus. rejoins and ends71 Arkansas Regular Jct. N. Waldron 38 141 Crosses U.S. 71 Bus.71 Arkansas Business Jct. N. Waldron 0 0 U.S. 71 Bus. Begins and leaves71 Arkansas Business Jct. S. of Waldron 6 6 U.S. 71 Bus. Ends and leaves71 Arkansas Regular Jct. S. of Waldron 6 147 Crosses U.S. 71 Bus.71 Arkansas Regular Y City 14 161 Joins U.S. 27071 Arkansas Regular Acorn 16 177 Leaves U.S. 270, joins U.S. 5971 Arkansas Regular Mena 5 182 NONE71 Arkansas Regular DeQueen 46 228 Joins U.S. 7071 Arkansas Regular Jct. E. DeQueen 8 236 Leaves U.S. 7071 Arkansas Regular Ashdown 26 262 NONE71 Arkansas Regular State Line 12 274 NONE71 Arkansas Regular Texarkana 0 0 State Line; crosses U.S. 67, U.S. 8271 Arkansas Regular Doddridge 27 27 NONE71 Arkansas Regular State Line 5 32 NONE

2

US Route Number State Type Intersection Point to Point Accumulated Remarks71 Arkansas Regular State Line 0 0 NONE71 Arkansas Regular Rogers 17 17 Joins U.S. 6271 Arkansas Regular Springdale 11 28 Crosses U.S. 412

71 Arkansas Regular Jct. N. Fayetteville 4 32 U.S. 71 Bus., U.S. 62 Bus. begin and leave

71 Arkansas Business Jct. N. Fayetteville 0 0Route begins, leaves U.S. 71, U.S. 62; U.S. 62 Bus. begins & joins

71 Arkansas Business Fayetteville 5 5 Leaves U.S. 62 Bus.71 Arkansas Business Jct. S. Fayetteville 2 7 Route ends, rejoins U.S. 71

71 Arkansas Regular Jct. W. Fayetteville 6 38Leaves U.S. 62; U.S. 62 Bus. rejoins and ends

71 Arkansas Regular Jct. S. Fayetteville 2 40 U.S. 71 Bus. rejoins and ends71 Arkansas Regular Alma 45 85 Joins I-4071 Arkansas Regular Van Buren 6 91 Leaves I-40; I-540 begins and Joins

71 Arkansas Regular Van Buren 1 92Crosses U.S. 64; U.S. 71 Bus. begins and leaves

71 Arkansas Business Van Buren 0 0Route begins, leaves U.S. 71 and I-540; joins U.S. 64

71 Arkansas Business Fort Smith 7 7 Leaves U.S. 6471 Arkansas Business Fort Smith 4 11 U.S. 271 begins and leaves

71 Arkansas Business Jct. S. Fort Smith 2 13 Crosses I-540; Route ends, rejoins U.S. 71

71 Arkansas Regular Jct. S. Fort Smith 11 103 Leaves I-540; U.S. 71 Bus. rejoins and ends71 Arkansas Regular Y City 58 161 Joins U.S. 27071 Arkansas Regular Acorn 16 177 Leaves U.S. 270, joins U.S. 5971 Arkansas Regular Mena 5 182 NONE71 Arkansas Regular DeQueen 46 228 Joins U.S. 7071 Arkansas Regular Jct. E. DeQueen 8 236 Leaves U.S. 7071 Arkansas Regular Ashdown 26 262 NONE71 Arkansas Regular State Line 12 274 NONE71 Arkansas Regular Texarkana 0 0 State Line; crosses U.S. 67, U.S. 8271 Arkansas Regular Doddridge 27 27 NONE71 Arkansas Regular State Line 5 32 NONE

1

US Route Number State Type Intersection Point to Point Accumulated Remarks71 Arkansas Regular State Line 0 0 NONE71 Arkansas Regular Rogers 17 17 Joins U.S. 6271 Arkansas Regular Springdale 11 28 Crosses U.S. 41271 Arkansas Regular Jct. N. Fayetteville 4 32 U.S. 71 Bus., U.S. 62 Bus. begin and leave71 Arkansas Business Jct. N. Fayetteville 0 0 Route begins, leaves U.S. 71, U.S. 62; U.S. 62 Bus. begins & joins71 Arkansas Business Fayetteville 5 5 Leaves U.S. 62 Bus.71 Arkansas Business Jct. S. Fayetteville 2 7 Route ends, rejoins U.S. 7171 Arkansas Regular Jct. W. Fayetteville 6 38 Leaves U.S. 62; U.S. 62 Bus. rejoins and ends71 Arkansas Regular Jct. S. Fayetteville 2 40 U.S. 71 Bus. rejoins and ends71 Arkansas Regular Alma 45 85 Joins I-4071 Arkansas Regular Van Buren 6 91 Leaves I-40; I-540 begins and Joins71 Arkansas Regular Van Buren 1 92 Crosses U.S. 64; U.S. 71 Bus. begins and leaves71 Arkansas Business Van Buren 0 0 Route begins, leaves U.S. 71 and I-540; joins U.S. 6471 Arkansas Business Fort Smith 7 7 Leaves U.S. 6471 Arkansas Business Fort Smith 4 11 U.S. 271 begins and leaves71 Arkansas Business Jct. S. Fort Smith 2 13 Crosses I-540; Route ends, rejoins U.S. 7171 Arkansas Regular Jct. S. Fort Smith 11 103 Leaves I-540; U.S. 71 Bus. rejoins and ends71 Arkansas Regular Jct. N. Waldron 38 141 Crosses U.S. 71 Bus.71 Arkansas Business Jct. N. Waldron 0 0 U.S. 71 Bus. Begins and leaves71 Arkansas Business Jct. S. of Waldron 6 6 U.S. 71 Bus. Ends and leaves71 Arkansas Regular Jct. S. of Waldron 6 147 Crosses U.S. 71 Bus.71 Arkansas Regular Y City 14 161 Joins U.S. 27071 Arkansas Regular Acorn 16 177 Leaves U.S. 270, joins U.S. 5971 Arkansas Regular Mena 5 182 NONE71 Arkansas Regular DeQueen 46 228 Joins U.S. 7071 Arkansas Regular Jct. E. DeQueen 8 236 Leaves U.S. 7071 Arkansas Regular Ashdown 26 262 NONE71 Arkansas Regular State Line 12 274 NONE71 Arkansas Regular Texarkana 0 0 State Line; crosses U.S. 67, U.S. 8271 Arkansas Regular Doddridge 27 27 NONE71 Arkansas Regular State Line 5 32 NONE

2

August 11, 2017


Dear Mr. McDonnell:


Enclosed you will find an application requesting approval to relocate U.S. Highway 64 northeast of the city limits of Crawfordsville, Arkansas. This change only affects routes in the State of Arkansas.


Sincerely,


Enclosure

c: Senator Tom Cotton Senator John Boozman Congressman Rick Crawford




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 64 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 64 Business north of the

City of Crawfordsville and

U.S. Highway 64 Business east of the

City of Crawfordsville 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 effectthat 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










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

Crawfordsville, Arkansas. This roadway segment is designated as U.S. Highway 64. This request is to relocate U.S.

Highway 64 to this new location. A separate application is being submitted to redesignate the bypassed portion of U.S.

Highway 64 as U.S. Highway 64 Business.

Date facility available to traffic 1963

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



0 0.1 0.2Mile


VICINITY OF CRAWFORDSVILLECRITTENDEN COUNTY

CRAWFORDSVILLE

TO E

ARLE

%TO

WES

T MEM

PHIS

%

TO INTERSTATE 40 %

I

AB50

KL64

IJH64

KL64

Existing U.S. Highways

U.S. 64

U.S. 64 BUS



AB50

KL64

IJH64

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 4,300 as compared to 5,200 for the year 2016 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.)



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

4,300

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

Pavement Width

Deficiency

Percent

0.00

0.50

M

ileag

e

Con

trol P

oint

s an

d M

ileag

e

10 20

END1.00 H G


1.50

2.00

2.50

3.00

3.50

4.00

6





The route begins at the western intersection of U.S. Highway 64 and U.S. Highway 64 Business in the City of Crawfordsville, Arkansas and travels southeast. The facility is a two-lane undivided roadway on new location traversing Arkansas in an easterly direction. The focal city is Crawfordsville, Arkansas. The route is 1.00 mile long ending at the eastern intersection of U.S. Highway 64 and U.S. Highway 64 Business east of the City of Crawfordsville, Arkansas.

7

August 11, 2017


Dear Mr. McDonnell:


Enclosed you will find an application requesting approval to recognize U.S. Highway 64 Business through Crawfordsville, Arkansas. This change only affects routes in the State of Arkansas.


Sincerely,


Enclosure






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. 64 Business


Between

U.S. Highway 64 north of the

City of Crawfordsville and

U.S. Highway 64 east of the

City of Crawfordsville The following state or states are involved:

Arkansas












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

Crawfordsville, Arkansas. This roadway segment is designated as U.S. Highway 64. A separate request has been

submitted to relocate U.S. Highway 64 to this new location. It is requested that U.S. Highway 64, through the City of

Crawfordsville, Arkansas, be redesignated as U.S Highway 64 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 Crawfordsville, 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 CRAWFORDSVILLECRITTENDEN COUNTY

CRAWFORDSVILLE

TO E

ARLE

%TO

WES

T MEM

PHIS

%

TO INTERSTATE 40 %

I

AB50

KL64

IJH64

KL64


U.S. 64

U.S. 64 BUS



AB50

KL64

IJH64

4-way Stop

%%

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 900 as compared to 5,200 for the year 2016 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

900

80

NONENONE NONE

10

Traf

fic A

DT

NONE

H

20

Percent Grade

40 60


20

Pavement Width

Deficiency

Percent

G

43 1110

10

7

30Percent

6040


4080

1 9865


Degree

2

0.50

M

ileag

e

Con

trol P

oint

s an

d M

ileag

e

Pave

men

t Typ

e

Pave

men

t Con

ditio

n20

4.00


1.50

2.00

2.50

3.00

3.50

40

END1.30

80

1.00

40Percent

NONE NONE

030

Percent Percent

NONE

Length20

Shoulder Width

Deficiency


Distance DeficiencyH - Loading

Deficiency

20 60

6




Begin your description here in unformatted single spaced paragraph format: The route begins at the western intersection of U.S. Highway 64 and U.S. Highway 64 Business in the City of Crawfordsville, Arkansas and travels south and then east. The facility is a two-lane undivided roadway on existing location traversing Arkansas in an easterly direction. The focal city is Crawfordsville, Arkansas. The route is 1.30 miles long ending at the eastern intersection of U.S. Highway 64 and U.S. Highway 64 Business east of the City of Crawfordsville, Arkansas.

7

US Route Number State Type Intersection Point to Point Accumulated Remarks64 Arkansas Regular State Line 0 0 NONE64 Arkansas Regular Fort Smith 1 1 Joins U.S. 71 Bus.

64 Arkansas Regular Van Buren 7 8Crosses U.S. 71 and I-540; U.S. 71 Bus. ends & leaves

64 Arkansas Regular Alma 7 15 U.S. 64C rejoins and ends64 Arkansas Regular Jct. W. Clarksville 43 58 Crosses I-4064 Arkansas Regular Clarksville 4 62 NONE64 Arkansas Regular Jct. E. Clarksville 7 69 Crosses I-4064 Arkansas Regular Russellville 19 88 NONE64 Arkansas Regular Jct. N. Conway 44 132 Joins U.S. 65 Bus.64 Arkansas Regular Conway 2 134 Leaves U.S. 65 Bus.64 Arkansas Regular Jct. E. Conway 1 135 Crosses I-40 and U.S. 6564 Arkansas Regular Jct. W. Vilonia 7 142 U.S. 64 Bus. begins and leaves64 Arkansas Business Jct. W. Vilonia 0 0 Route begins; leaves U.S. 6464 Arkansas Business Jct. E. Vilonia 8 8 Route ends; joins U.S. 6464 Arkansas Regular Jct. E. Vilonia 10 152 U.S. 64 Bus. rejoins and ends

64 Arkansas Regular Jct. W. Beebe 16 168Joins U.S. 67 and U.S. 167; U.S. 67 Bus begins and leaves

64 Arkansas Regular Jct. E. Beebe 3 171 U.S. 67 Bus. Rejoins and ends64 Arkansas Regular Jct. S. Searcy 11 182 U.S. 67C begins and leaves64 Arkansas Regular Jct. E. Searcy 4 186 U.S. 67C rejoins and ends64 Arkansas Regular Bald Knob 9 195 Leaves U.S. 67, U.S. 16764 Arkansas Business Augusta 0 0 Route Begins64 Arkansas Business Jct. E. Augusta 1 1 Route Ends; joins U.S. 6464 Arkansas Regular Augusta 13 208 U.S. 64C rejoins and ends64 Arkansas Business Patterson 0 0 Route begins64 Arkansas Business Jct. E. of McCrory 5 5 Route ends; joins U.S. 6464 Arkansas Regular Jct. E. McCrory 12 220 U.S. 64C rejoins and ends64 Arkansas Regular Jct. E. of McCrory 7 227 Crosses U.S. 4964 Arkansas Regular Wynne 13 240 Crosses U.S. 64S64 Arkansas Business Wynne 0 0 Route Begins64 Arkansas Business Jct. E. of Wynne 6 6 Route ends; joins U.S. 6464 Arkansas Regular Jct. E. of Wynne 4 244 U.S. 64C rejoins and ends64 Arkansas Business Parkin 0 0 Route Begins64 Arkansas Business Jct. E. Parkin 2 2 Route ends; joins U.S. 6464 Arkansas Regular Parkin 11 255 U.S. 64 Bus. rejoins and ends

64 Arkansas Regular Jct. W. Earle 2 257 U.S. 64 Bus. begins and leaves64 Arkansas Business Jct. W. of Earle 0 0 Route Begins64 Arkansas Business Jct E. Earle 3 3 Route ends; joins U.S. 6464 Arkansas Regular Jct. E. Earle 3 260 U.S. 64 Bus. rejoins and ends64 Arkansas Regular Crawfordsville 8 268 U.S. 64C begins and leaves64 Arkansas Business Jct. NW of Crawfordsville 0 0 Route Begins64 Arkansas Business Jct. E of Crawfordsville 1 1 Route ends; joins U.S. 6464 Arkansas Regular Jct. E. Crawfordsville 1 269 U.S. 64C rejoins and ends64 Arkansas Regular Marion 7 276 Joins I-55, U.S. 61, U.S. 6364 Arkansas Regular West Memphis 3 279 Joins I-4064 Arkansas Regular West Memphis 2 281 Leaves I-4064 Arkansas Regular Jct. E. of West Memphis 1 282 Joins U.S. 70, U.S. 7964 Arkansas Regular Jct. E. of West Memphis 3 285 State Line

August 11, 2017


Dear Mr. McDonnell:


Enclosed you will find an application requesting approval to relocate U.S. Highway 64 through the City of Earle, Arkansas. This change only affects routes in the State of Arkansas.


Sincerely,


Enclosure







Between U.S. Highway 64 Business

west of the City of Earle and U.S. Highway 64 Business

in eastern Earle The following state or states are involved:

Arkansas












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

Arkansas. This roadway segment is designated as U.S. Highway 64. This request is to relocate U.S. Highway 64 to this

new location. A separate application is being submitted to redesignate the bypassed portion of U.S. Highway 64 as U.S.

Highway 64 Business.




2




3



0 0.25 0.5Mile


VICINITY OF EARLECRITTENDEN COUNTY

EARLE

TO W

EST M

EMPH

IS

%

TO PA

RKIN

%

TO I-40 %

I

KL64

IJH64


U.S. 64

U.S. 64 BUS



AB184

KL64

KL64

IJH64 AB149

AB149

AB149

AB118





(Signature)






4













5

NONENONE NONE

10

NONE NONE NONE



20Percent Percent

2020

Shoulder Width

Deficiency


Distance Deficiency

11107

30Percent

60 40 6020




1 98652 43

Percent Grade

40

2

40 8030

Pave

men

t Typ

e

Pave

men

t Con

ditio

n

Traf

fic A

DT

Pavement Width

Deficiency

G

Percent

0

1

M

ileag

e

Con

trol P

oint

s an

d M

ileag

e

10 20

4,300


3

4

5

6

7

8

END2.70 H

6





The route begins at the western intersection of U.S. Highway 64 and U.S. Highway 64 Business west of the City of Earle, 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 Earle, Arkansas. The route is 2.70 miles long ending at the eastern intersection of U.S. Highway 64 and U.S. Highway 64 Business in the City of Earle, Arkansas.

7

August 11, 2017


Dear Mr. McDonnell:


Enclosed you will find an application requesting approval to recognize U.S. Highway 64 Business through Earle, Arkansas. This change only affects routes in the State of Arkansas.


Sincerely,


Enclosure






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. 64 Business


Between U.S. Highway 64 west

of the City of Earle and U.S. Highway 64 in

eastern Earle The following state or states are involved:

Arkansas












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

Arkansas. This roadway segment is designated as U.S. Highway 64. A separate request has been submitted to relocate

U.S. Highway 64 to this new location. It is requested that U.S. Highway 64, through the City of Earle, Arkansas, be

redesignated as U.S Highway 64 Business.

Date facility available to traffic 1965 Does the petition propose a new routing over a portion of an existing U.S. Route? Yes If so, where? Through the City of Earle, 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 EARLECRITTENDEN COUNTY

EARLE

TO W

EST M

EMPH

IS

%

TO PA

RKIN

%

TO I-40 %

%%

I

KL64

IJH64

AB184

KL64

KL64

IJH64 AB149

AB149

AB149

AB118




# Control Point

%%2

1



(Signature)





4


Column 2: Pavement Type. Code High type, heavy duty H

















5

990


20 60 8020


2

40Percent

030

Percent Percent

2

1

8


3

4

5

6

7

END2.70 H P

M

ileag

e

Con

trol P

oint

s an

d M

ileag

e

Pave

men

t Typ

e

Pave

men

t Con

ditio

n

Traf

fic A

DT


4080 10 Degree

1 9865


2 43

Shoulder Width

Deficiency

1110

10

7

30Percent

60 40

Pavement Width

Deficiency

Percent


Distance Deficiency

40

Percent Grade

NONE NONE

6020 20

120 40

NONE21⁰

Length

NONE

80

NONE31%

6




Begin your description here in unformatted single spaced paragraph format: The route begins at the western intersection of U.S. Highway 64 and U.S. Highway 64 Business west of the City of Earle, 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 Earle, Arkansas. The route is 2.70 miles long ending at the eastern intersection of U.S. Highway 64 and U.S. Highway 64 Business in the City of Earle, Arkansas.

7

August 11, 2017


Dear Mr. McDonnell:


Enclosed you will find an application requesting approval to relocate U.S. Highway 64 north of the city limits of Patterson and McCrory, Arkansas. This change only affects routes in the State of Arkansas.


Sincerely,


Enclosure








in the City of Patterson and U.S. Highway 64 Business east of the City of McCrory

The following state or states are involved: Arkansas












The Arkansas Department of Transportation has constructed a new location facility that bypasses the Cities of Patterson

and McCrory, Arkansas. This roadway segment is designated as U.S. Highway 64. This request is to relocate U.S.

Highway 64 to this new location. A separate application is being submitted to redesignate the bypassed portion of U.S.

Highway 64 as U.S. Highway 64 Business.

Date facility available to traffic 1968 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



3



0 0.5 1Miles


VICINITY OF MCCRORYWOODRUFF COUNTY

RiverCache

MCCRORY

TO W

YNNE

%

TO A

UGUS

TA

%

TO NEWPORT%

I

KL64


U.S. 64

U.S. 64 BUS



AB145

KL64

IJH64

AB17

AB145

AB260

KL64

PATTERSON

AB17

IJH64AB17





(Signature)






4



















5


3

4

5

6

7

8

END5.20 PH

Percent

0

1

M

ileag

e

Con

trol P

oint

s an

d M

ileag

e

10 20

3,900

Percent Grade

40

2

40 8030

Pave

men

t Typ

e

Pave

men

t Con

ditio

n

Traf

fic A

DT

Pavement Width

Deficiency H - Loading Deficiency


1 98652 43 11107

30Percent

60 40 6020



20Percent Percent

2020

Shoulder Width

Deficiency


Distance Deficiency


NONENONE NONE

10

NONE NONE NONE

6





The route begins at the western intersection of U.S Highway 64 and U.S. Highway 64 Business in the City of Patterson, Arkansas and travels east. The facility is a two-lane undivided roadway on new location traversing Arkansas in an easterly direction. The focal cities are Patterson and McCrory, Arkansas. The route is 5.20 miles long ending at the eastern intersection of U.S. Highway 64 and U.S. Highway 64 Business east of the City of McCrory, Arkansas.

7

August 11, 2017


Dear Mr. McDonnell:


Enclosed you will find an application requesting approval to recognize U.S. Highway 64 Business through Patterson and McCrory, Arkansas. This change only affects routes in the State of Arkansas.


Sincerely,


Enclosure









Between

U.S Highway 64 in the City of Patterson and

U.S. Highway 64 east of the City of McCrory


Arkansas












The Arkansas Department of Transportation has constructed a new location facility that bypasses the Cities of Patterson

and McCrory, Arkansas. This roadway segment is designated as U.S. Highway 64. A separate request has been

submitted to relocate U.S. Highway 64 to this new location. It is requested that U.S. Highway 64, through the Cities of

Patterson and McCrory, Arkansas, be redesignated as U.S Highway 64 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 Cities of Patterson and McCrory, Arkansas Does the petition propose a new routing over a portion of an existing Interstate Route? No If so, where?

2



3



0 0.5 1Miles


VICINITY OF MCCRORYWOODRUFF COUNTY

RiverCache

MCCRORY

TO W

YNNE

%

TO A

UGUS

TA

%

TO NEWPORT%

I

KL64

AB145

KL64

IJH64

AB17

AB145

AB260

KL64

PATTERSON

AB17

IJH64AB17




# Control Point

3

%%1 %%

2 %%

%%

4-way Stop



(Signature)





4



















5

NONE NONE

END6.00 H P

NONE

890

1

3

Percent10 Degree40 80

NONE

1110

10

7

30Percent

60 4020

Percent Grade

1 9865


2 43

Pavement Width

Deficiency

M

ileag

e

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


408040 60

8


3

4

5

6

7

2

2

40Percent

NONE

030

Percent Percent20

1

Shoulder Width

Deficiency


Distance DeficiencyH - Loading

Deficiency

20 60 80


20

NONE53⁰

32⁰

Length20

53⁰

6




Begin your description here in unformatted single spaced paragraph format: The route begins at the western intersection of U.S. Highway 64 and U.S. Highway 64 Business in the City of Patterson, Arkansas and travels south and then east. The facility is a two-lane undivided roadway on existing location traversing Arkansas in an easterly direction. The focal cities are Patterson and McCrory, Arkansas. The route is 6.00 miles long ending at the eastern intersection of U.S. Highway 64 and U.S. Highway 64 Business east of the City of McCrory, Arkansas.

7

August 11, 2017


Dear Mr. McDonnell:


Enclosed you will find an application requesting approval to relocate U.S. Highway 64 through the City of Parkin, Arkansas. This change only affects routes in the State of Arkansas.


Sincerely,


Enclosure








in western Parkin and U.S. Highway 64 Business

in eastern Parkin The following state or states are involved:

Arkansas












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




Date facility available to traffic 1955 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




3



0 0.25 0.5Mile


VICINITY OF PARKINCROSS COUNTY

River

St. Fran

cis

PARKIN

TO E

ARL

%

TO W

YNN

%

TO I-40%

I

KL64

IJH64


U.S. 64

U.S. 64 BUS



AB184

KL64

KL64

AB75

AB75

?@]75

IJH64





(Signature)






4













5

4,700

NONENONE NONE

10

NONE NONE NONE



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

ditio

n

Traf

fic A

DT

Pavement Width

Deficiency

Percent

0

0.50

M

ileag

e

Con

trol P

oint

s an

d M

ileag

e

10 20

END1.20


1.50

2.00

2.50

3.00

3.50

4.00

GH

6





The route begins at the western intersection of U.S. Highway 64 and U.S. Highway 64 Business in the City of Parkin, 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 Parkin, Arkansas. The route is 1.20 miles long ending at the eastern intersection of U.S. Highway 64 and U.S. Highway 64 Business in the City of Parkin, Arkansas.

7

August 11, 2017


Dear Mr. McDonnell:


Enclosed you will find an application requesting approval to recognize U.S. Highway 64 Business through Parkin, Arkansas. This change only affects routes in the State of Arkansas.


Sincerely,


Enclosure









Between

U.S. Highway 64 in western Parkin and

U.S. Highway 64 in eastern Parkin


Arkansas












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


U.S. Highway 64 to this new location. It is requested that U.S. Highway 64, in the City of Parkin, Arkansas, be


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 Parkin, 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 PARKINCROSS COUNTY

River

St. Fran

cis

PARKIN

TO E

ARL

%

TO W

YNN

%

TO I-40%

I

KL64

IJH64


U.S. 64

U.S. 64 BUS



AB184

KL64

KL64

AB75

AB75

?@]75

IJH644-way Stop

%%



(Signature)





4



















5

NONENONE NONE

60


Distance Deficiency

40

F

20 20 Length40 80

1110

10

7

30Percent

60 4020

Pavement Width

Deficiency

1 9865


2 43

Shoulder Width

Deficiency

M

ileag

e

Con

trol P

oint

s an

d M

ileag

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Pave

men

t Typ

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Pave

men

t Con

ditio

n

Traf

fic A

DT


4080Percent

10

4.00


1.50

2.00

2.50

3.00

3.50

END1.50 H 1,100

1.00

40Percent

NONE NONE

030

Percent

NONE

0.50

NONE


20 60 80

Percent Grade

Percent20


Degree

6




Begin your description here in unformatted single spaced paragraph format: The route begins at the western intersection of U.S. Highway 64 and U.S. Highway 64 Business in the City of Parkin, 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 Parkin, Arkansas. The route is 1.50 miles long ending at the intersection of U.S. Highway 64 and U.S. Highway 64 Business in the City of Parkin, Arkansas.

7

August 11, 2017


Dear Mr. McDonnell:


Enclosed you will find an application requesting approval to relocate U.S. Highway 64 through the north city limits of Wynne, Arkansas. This change only affects routes in the State of Arkansas.


Sincerely,


Enclosure








in the City of Wynne and U.S. Highway 64 Business east of the City of Wynne

The following state or states are involved: Arkansas












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







2




3



0 0.5 1Mile


VICINITY OF WYNNECROSS COUNTY

WYNNE

TO W

EST M

EMPH

IS

%

TO B

ALD

KNOB

%

TO FOREST CITY%

I

KL64

IJH64


U.S. 64

U.S. 64 BUS



AB284

KL64

KL64

IJH64?@1

?@1

AB284

?@1

AB163

AB163

TO VILLAGE CREEK STATE PARK %

TO HARRISBURG%





(Signature)






4













5


1.50

2.00

2.50

3.00

3.50

4.00

END3.70 PH

Percent

0

0.50

M

ileag

e

Con

trol P

oint

s an

d M

ileag

e

10 20

Percent Grade

40

1.00

40 8030

Pave

men

t Typ

e

Pave

men

t Con

ditio

n

Traf

fic A

DT

Pavement Width

Deficiency H - Loading Deficiency


1 98652 43 11107

30Percent

60 40 6020



20Percent Percent

2020

Shoulder Width

Deficiency


Distance Deficiency


4,700

NONENONE NONE

10

NONE NONE NONE

6





The route begins at the western intersection of U.S. Highway 64 and U.S. Highway 64 Business in the City of Wynne, Arkansas and travels east. The facility is a multi-lane undivided roadway on new location traversing Arkansas in an easterly direction. The focal city is Wynne, Arkansas. The route is 3.70 miles long ending at the eastern intersection of U.S. Highway 64 and U.S. Highway 64 Business east of the City of Wynne, Arkansas.

7

August 11, 2017


Dear Mr. McDonnell:


Enclosed you will find an application requesting approval to recognize U.S. Highway 64 Business through Wynne, Arkansas. This change only affects routes in the State of Arkansas.


Sincerely,


Enclosure









Between

U.S. Highway 64 in the City of Wynne and

U.S. Highway 64 east of the City of Wynne


Arkansas












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


U.S. Highway 64 to this new location. It is requested that U.S. Highway 64, through the City of Wynne, Arkansas, be


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

2



3


0 0.5 1Mile


VICINITY OF WYNNECROSS COUNTY

WYNNE

TO W

EST M

EMPH

IS

%

TO B

ALD

KNOB

%

%

%%

I

KL64

IJH64

AB284

KL64

KL64

IJH64?@1

?@1

AB284

?@1

AB163

AB163

TO VILLAGE CREEK STATE PARK %

TO HARRISBURG%


TO FOREST CITY




# Control Point

SignalizedIntersection

%%

2

%%

1

3

%%

%%

4



(Signature)





4



















5

80

Percent Grade

39⁰1

Percent2040 DegreePa

vem

ent C

ondi

tion

Traf

fic A

DT

6020



Distance Deficiency

Length


4040

3

4


Percent

1

M

ileag

e

Con

trol P

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s an

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Pave

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Shoulder Width

Deficiency

80

2

40Percent

030

2

8


3

4

5

6

7

END6.20 FH

1 9865


2

Pavement Width

Deficiency

43 1110

10

7

30PercentPercent

10 2080

10⁰

60 40

2,300

NONENONE NONE

20 2060

4%

557'

4%

500'

69⁰

NONE

56%

45%

51%

8⁰

6




Begin your description here in unformatted single spaced paragraph format: The route begins at the western intersection of U.S. Highway 64 and U.S. Highway 64 Business in the City of Wynne, Arkansas and travels south and then east. The facility is a two-lane and four-lane undivided roadway on existing location traversing Arkansas in an easterly direction. The focal city is Wynne, Arkansas. The route is 6.20 miles long ending at the eastern intersection of U.S. Highway 64 and U.S. Highway 64 Business east of the City of Wynne, Arkansas.

7

Application, Page 1

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

Member State Submitting Application: Michigan USBR No. 35 Date: 8/15/2017

This is an application for (please check):

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

Deletion of a U.S. Bicycle Route or segment

Route Connects (existing USBR 35)

Sault Ste. Marie/Canada

And (Existing USBR35)

New Buffalo/Indiana

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

The following state or states are involved: Michigan

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

From the southern end of the Hart-Montague Trail at White Lake Dr.

Continue straight across White Lake Dr. onto the Berry Junction Trail

South

Berry Junction Trail 11.3 Berry Junction Trail transitions to the Muskegon Trail at Lake St.

South/West

Terminus:

Total Mileage: 11.3 miles

Attachment A: Map

DD

DD

DD

DD

D

D

D D

D

DD

DD

D

LAKEMICHIGAN

Duck Lake

White Lake

Bear Lake

Muskegon Lake

Fox Lake

Webe

r Rd

Blan

k Rd

Buys

Rd

River Rd

Lakewood Rd

Ruddiman Dr

Center StLake Ave

LegendNew USBR 35 Section

D Old USBR 35 Route

Major Roads

USBR 35 Route

0 1.5 30.75 Miles

US Bicycle Route 35 - MichiganOriginal and Adjusted Routes in Muskegon County

¯Whitehall Rd

W Giles Rd

Berry Junction Trail

White Lake Dr

Riley Thompson Dr

White

hallR

d Russ

ell R

dMu

skeg

on Tr

ail

Additional Supplemental Information

Michigan U.S. Bicycle Route Modification Request Process and Form Prepared: November 2015 Last Updated: March 2016

Background Overview:

In 2009 the Michigan Department of Transportation (MDOT) began the process of identifying and designating U.S. Bicycle Routes (USBR) through the American Association of State Highway and Transportation Officials (AASHTO) process. The designation of USBR’s facilitate the movement of long distance touring bicyclists across the state and region. Through designation, USBR’s facilitate cross state and regional bicycle travel resulting in economic, safety and mobility benefits.

To date there are 3 AASHTO designated USBR’s; USBR20 between Marine City and Ludington, USBR 35 between New Buffalo and Sault. Ste. Marie, and USBR 10 between St. Ignace and Iron Mountain. Combined these route cover nearly 1,000 miles of Michigan’s local and county roads, state highways and shared use pathway. This network is owned and maintained by numerous agencies. The designation of a road or pathway segment as a USBR requires the owning jurisdiction to pass a resolution of support recognizing the designation.

Just as land uses, infrastructure, and roadway safety can change over time, so too can designated bicycle routes. AASHTO accepts applications for the designation or realignment of routes twice per year. Because applications for designation and realignment to AASHTO require authorization by local road agencies and MDOT’s Director, request to make modifications to the route should not be done without just cause. As a result, MDOT has prepared the following document to assist with the evaluation and review process.

The following document should be submitted to MDOT’s Bicycle and Pedestrian Coordinator by a representative(s) of authority from the Act 51 agency(ies) for whom has jurisdiction over the road(s) under consideration for designation or removal thereof. If the segment in questions is not the responsibility of an Act 51 agency requests should be prepared by authorized representatives of the agency or organizations with responsibility of the infrastructure.

SECTION 1- Eliminate Segment Designation: Please provide the following information for each existing designated USBR road or pathway segment being considered for delisting as a segment of designated bicycle route.

Name of road or pathway segment(s):

Lake Street, Ruddiman Avenue, Buys Road, River Road, Weber Road, Lakewood Road, Blank Road

Managing Agency for road or pathway segment(s):

City of North Muskegon & Muskegon County Road Commission

Endpoints of road or pathway segment(s):

Muskegon Lake Shore Trail to Whitehall Trail

Length of road or pathway segment (s) (individuals segments and total):

In order listed: 0.75, 2.65, 3.56, 0.80, 5.01, 0.50, 1.05.

Posted speeds of road segment (s):

In order listed: 35, 25, 55, 55, 55, 55, 55

Typical cross section(s) of road segment (number of lanes and widths including shoulders/bike lanes):

All are 2-lane roads, Paved shoulders on Ruddiman and Buys Roads only.

Please provide the name(s) of the agency(ies) with jurisdiction over the segments that connect to the endpoints of the segment being considered for elimination:

No Change in end points from existing, just the route between them.

Are U.S. Bicycle M1-9 signs present on the segment in question or the connecting segments: No

If Yes have discussion on sign relocation with appropriate agencies been initiated: Yes / No

Please provide a concise but detailed explanation as to why this segment of road or pathway is being considered for delisting as a designated USBR:

Since the route was proposed, a non-motorized trail was constructed that covers the same portion of the county and has starting and ending points in the same location as the original route. The proposed route uses the Fred Meijer Berry Junction Trail, Phases 1 & 2 between the Muskegon Lake Shore Trail to the south and the City of Whitehall / Hart-Montague Trail to the north.

SECTION 2- New Segment Designation: Please provide the following information for each new segment of road or pathway being considered for designation as a new USBR.

Name of road or pathway segment(s):

Pathway: Fred Meijer Berry Junction Trail.

Managing Agency for road or pathway segment(s):

Berry Junction Trail Commission

Will this designation serve as a new USBR route to replace a segment being considered for delisting as a designated route or as an alternative (secondary) route to an existing designated USBR. (check one)

X - this will be a new segment that will replace an existing designated segment.

_____ - the segment will serve as an alternative (secondary) route to an existing designation.

Endpoints of road or pathway segment(s):

No change from the existing end points. South End Point: Muskegon Lake Shore Trail, North End Point: City of Whitehall Trail

Lengths of road and pathway segment (s) (individuals segments and total):

11.24 miles

Posted speeds of road segment (s):

N/A – All separated pathway.

Typical cross section of road segment (number of lanes and widths including shoulders/bike lanes):

10’ wide paved surface.

Please list any observations with respect to the safety and mobility of bicyclists using the new proposed route. Roadway characteristics such as the ease and safety of the bicyclists to make necessary left turns, pavement condition, presence of railroad crossings and any skews, sight distances, etc. should be evaluated from the perspective of a bicyclists.

Trail Constructed in 2012 and 2017. Very Good Condition. Trail crossings at roads are marked and signed.

Grades follow either rolling terrain or a former railroad bed.

Please provide a concise but detailed explanation as to why this segment of road or pathway is being considered for designated as a new USBR:

Since the original route was proposed, a non-motorized trail was constructed that covers the same portion of the county and has starting and ending points in the same location as the original route. The proposed route uses the Fred Meijer Berry Junction Trail, Phases 1 & 2 between the Muskegon Lake Shore Trail to the south and the City of Whitehall / Hart-Montague Trail to the north.

White River

White River

Carlton Creek

Carlt

onCr

eek

Bush Creek

Koon Creek

Silver Creek

Pierson

Drain

Flower Creek

Buttermilk Creek

SandC

r eek

Mud Creek

White River

White Lake

MUSKEGON CO.

OCEANA CO.

Lakewood Rd

Holton Whitehall Rd

Whi

tbec

kR

d

Kub

onR

d

WalshRd

Winston Rd

Oce

ana

Dr

Winston Rd

88th

Ave

Dur

ham

Rd

Wilkes Rd

92n d

Ave

Har

risR

d

Har

tMon

tagu

eH

artM

onta

gue

Coo

kS

t

Hyd

eP

ark

Rd

Skeels Rd

Whitehall Rd

Post Rd

ShoreDr

L ehm

anR

d

Colby Rd

Sim

onel

li R

d

Lewis St

Old

Cha

nnel

Trl

Weesies Rd

Wilcox St

War

nerS

t

Old

99 R

d

96t h

Ave

Butzer Rd

Old

Cha

nnel

T rl

80th

Ave

Lam

osR

d

Fruitvale Rd

Clark St

Eilers Rd

Will

iam

sR

d

120t

hAv

e

White Lake Dr

Pet

erso

nR

d

Wiczer Dr

Peac

hSt

Sikk

enga

Rd

Hancock Rd

Indi

anB

ayR

d

Lake

St

Ramthun Rd

Dowling St

Roosevelt Rd

56th

Ave

Och

sR

d

Benston Rd

Ba

youLn

Flower Rd

Roosevelt Rd

Pine Island Rd

Roosevelt Rd

Crystal Lake Rd

McKinley Rd

Gib

son

Rd

60th

Ave

Meinert Rd

Pond

Rd

Wilke Rd

Fruitvale Rd

Lau

Rd

Eas

yS

t

50th

Ave

Wilke Rd

Skeels Rd

McKinley Rd

Wilke Rd

72nd

Ave

100t

hAv

e

Cha

seR

d

Lakewood Rd

Zella

r Rd

Lam

osR

d

Whi

tbec

kR

d

48t h

Ave

64th

Ave

Eilers Rd

Webster Rd

104t

hAv

e

112t

hAv

e

80th

Ave

Lehm

anR

d

Water Rd

Lore

nson

Rd

Cha

seR

d

Alice St

Webster Rd

Lore

nson

Rd

Indi

anB

ayR

d

108t

hAv

e

Willi

ams

Rd

Silver Creek Rd

Whi

teha

ll R

d

116t

hAv

e

Post Rd

Meinert Park Rd

Mill PondTrl

96th Rd

120t

hAv

eAu

tom

obile

Rd

He n

ders

onR

d

31

31

31

Owasippi

Wabaningo

MONTAGUE

WHITEHALL

LAKEWOODCLUB

ROTHBURY

Har

tMon

tagu

e

LegendUS Bicycle Route 35 on Road

US Bicycle Route 35 on Trail

Ferry Service

Freeway

Highway

Primary Road

Local Road

Railroad

County

State

River or Stream

Water Feature

City or Village

Unincorporated Place

MAPLOCATION

US BICYCLE ROUTE 35 - Page 340 1 20.5

Miles

Produced by: CSSTPMI Dept. of Technology, Management, and Budget

06/27/12

Gre

enCr

eek

Scholes Creek

Ryerson Creek

FredDow

Drai

n

Todd Creek

Duck Creek

Be

arCreek

LittleBear C

re ek

Duck Creek

White LakeFox Lake

Duck Lake

Bear Lake

Muskegon Lake

LAKEMICHIGAN

Center StLake Ave

Buys Rd

Lakewood Rd

Holton Rd

Bard Rd

Stra

ndR

d

Sim

one l

liR

d

Scenic Dr

Giles RdScenic

Dr

M

120

Lakewood Rd Lakewood Dr

Bla

nkR

d

Aut

omob

ileR

d

Bristol St

ShoreDr

Rus

sell

Rd

Rus

sell

Rd

Hor

ton

Rd

Robinhood Dr

Jay

Rd

Au b

leR

d

Dykstra Rd

Bell Rd

Todd Rd

Get

tySt

Clark St

River Rd

Lore

nson

Rd

Bear

Lake

Rd

Ne s

t rom

Rd

White Lake Dr

River Rd

Bard Rd

Woo

dSt

Tyler Rd

McMillan Rd

Riley Thompson Rd

Michillinda Rd

Bristol RdBelfast Rd

Get

tyS

t

Dame Rd

Ors

h alR

d

Giles Rd

Whitehall R

d

Agard Rd

Michillinda RdD

anz

Dr

Memorial Dr

Ross

Rd

Duck Lake Rd

Jone

sR

d

Zella

r Rd

Duck Lake Rd

Ben

j am

i nR

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Hyd

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r kR

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Ford Rd

Gre

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Rd

Whitehall R

d

L am

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Sceni cD

r

We b

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d

Dur

ham

Rd

Sim

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liR

d

Putn

amR

d

Ors

halR

d

Riley Thompson Rd

Bard Rd

Str a

n dR

d

Cen

tralR

d

McMillan Rd

Fenner Rd

Pet

e rs o

nR

d

Hart Montague

Ruddiman Dr

River Rd

Web

e rR

dW

ebe r

Rd

46

120

31

31

31

Michillinda

Dalton

BerryJct.

WHITEHALL

NORTHMUSKEGON

MUSKEGON

LAKEWOODCLUB



Ferry Service

Freeway

Highway

Primary Road

Local Road

Railroad

County

State

River or Stream

Water Feature

City or Village


MAPLOCATION


Miles


06/27/12

GGGG

Little Black Creek

Gre

enC

reek

Steve

nsCr

eek

Ryerson Creek

Ellis Drain

Four Mile Creek

Cress Creek

Seider Drain

Yonk

e rs D

rain

Black Creek

Kuis Drain

South Channel Muskegon River

North Channel Muskegon River

Bear Lake

Muskegon Lake

Mona LakeLAKE

MICHIGAN

96

Center St

Seminole Rd

McCracken St

Lake Ave

Lake Harbor RdPontaluna Rd

Buys Rd

Black Lake RdJudson Rd

9th

St

Norton Ave

Elle

nSt

Holton Rd

Pa r

kS

t

Qu a

rter li

neR

d

GrandH

ave nR

d

Hoy

t St

Skyline Dr

Sherman Blvd

Ellis Rd

Laketon Ave

Scenic Dr

Este

sS t

Pec

kS

t

Giles Rd

M120

Torr

entS

t

Shettler Rd

Oak Ave

Bar

c lay

S t

Hendrick Rd

BeachSt

Aue Rd

Robinhood Dr

Airline Rd

New

St

Glen Ave

Porter Rd

Linc

oln

St

Hen

ryS

t

Har

v ey

S t

Dykstra Rd

Access Hwy

Seaway Dr

She

rida n

Rd

She

ridan

Rd

Dune s

Pkwy

Lakeshore Dr

Pontaluna Rd

Hile Rd

Get

tyS t

Nims St

Woo

dR

d

Bear

Lake

Rd

Blac

kC

ree k

Rd

Ge t

t yS

t

Gla

d eSt

Merriam

St

Filinow Dr

Farr Rd

Churchill Dr

Randall Rd

Hor

ton

Rd

Mount Garfield Rd

Har

vey

St

Broadway Ave

Hile Rd

Dav

isR

d

Eugene Ave

Woo

dS t

Qua

rterli

neR

d

Giles Rd

Hen

ryS

tSherman Blvd

Seminole Rd

Tayl

orSt

Memorial Dr

Har

vey

Rd

Mar

tinR

d

Gre

enC

r eek

Rd

Web

erR

d

Sternberg Rd

Pete

rso n

Rd

Fenner Rd

Ruddiman Dr

120

46

31

31

31

31

NORTHMUSKEGON MUSKEGON

MUSKEGONHEIGHTS

NORTONSHORES

ROOSEVELTPARK



Ferry Service

Freeway

Highway

Primary Road

Local Road

Railroad

County

State

River or Stream

Water Feature

City or Village


MAPLOCATION


Miles


06/27/12

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





2





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





5













6

140

160


60

80

100

120

Degree Length

20

40

20 40 60 8020 40 60 8010 20 30 40Percent

010 20 30 40 20 40 60 80

Percent Percent Percent Percent

Major Structures Vertical Sight Distance

Deficiency





Percent Grade

10 11

Mile

age

Con

trol P

oint

s an

d M

ileag

e

Pave

men

t Typ

e

Pave

men

t Con

ditio

n

Traf

fic A

DT


Pavement Width

Deficiency

Shoulder Width

Deficiency

71 9865432

7

Contact Information: Name Telephone Number Email Address




is to facilitate travel on the main interstate...is to facilitate travel on the main interstate...

Documents