APPENDIX J PROJECT

INFORMATION FORM

AND FY 2006-2012 KYTC SIX YEAR

PLAN

Page 1 of 4 Filename: 02 051 B0041A 52^00.doc

KYTC Project Identification Form Cycle Year: 2005 Priority: L : Hi R: Hi D: Hi Tier: 3 Tier Rank: R: 2 D: 4 Overall Top Ten: R: 2 D: 5

Section I – General Information Requested by: Title/Organization: EUTS Date: 11/10/04 Form Completed by: Title/Organization: EUTS Date: 11/10/04 Revision 1 by: Title/Organization: Date: Revision 2 by: Title/Organization: Date:

Section II – Problem Statement

(Use Report Year) Original Rev. 1 Rev. 2 AdequacyRating: 52.27: (04) 43: (05) : ( )

• CRF: (Year) 1.40: (04) 2.14: (05) : ( ) • IRI: (Year) 101: (04) 145.8: (05) : ( ) • V/SF: (Year) 0.79: (04) 0.798: (05) : ( )

Route Number: US 41A Beginning MP: 13.235 Ending MP: 17.397 Total Length: 4.162 Primary Purpose: Upgrade Existing System(Major)

Current ADT: (Year): 23,037: (02) : ( ) : ( ) Percent Trucks: (Year): na: ( ) : ( ) : ( ) Projected ADT (HDO): Year: 2022 %Growth: 1.80 ADT: 32,943

Section III – Project Description

UPL Control #: 02 051 B0041A 52.00 Co. #: 051 Parent Control #: ____________________ RSE Unique Number: _051 US -41A District: 2 County: _Henderson Route: US 41A ADD: __________ MPO: EUTS SUA: Mode: Highway State System: State Primary Type: Major Widening Funct’l Class: Urban Prin Art Project Length: 4.162 Total Cost Estimate: $ 33,800 (P:0 D:2200 R:3,500 U:3,000 C:25100) Possible Funding Sources (Check all that apply):

IM NH HES BR STP SP TE CMAQ PLH Other:

Highway Networks (Check all that apply): Non NHS NHS

NN Scenic Byway Coal Haul Bike Forest Defense Strahnet Ext. Wt. ADHS ( )

Existing Project Studies (Year):

Please provide a clear problem statement for this project: The Green St. Corridor Study was completed in 1998. Through the capacity analysis and accident analyses described in this report, the safety problem in the study area was found to be serious. As a result of technical analysis, a series of recommendation have been indentified for current and future mitigation. One of these recommendations is a continuous 2 way left turn lane, which is considered to be effective in reducing traffic accidents and improving the LOS. The results of the study found that safety was an overwelming problem, as the accident rates in the study area were about twice as high as the county average over the past 5 years. EUTS has examined and discussed with local and state officials the construction of continuous left turn lanes. According to state and local officials, there should be adequate right of way along the corridor to provide for a continuous turn lane. the average directional AADT was 11, 995 vehicles per day for the entire study corridor (1998)

Project Description Narrative: Green St.- Major widening to provide a continuous 2-way left turn lane from US 60 to US 41 in Henderson.

Regional Goals/Objectives Addressed:

PIF Revised: Aug. 2004

Appendix J - Page 1

Page 2 of 4 Filename: 02 051 B0041A 52^00.doc

Section IV – Project Area Information:

Access Control: Existing: Permit Proposed: Permit

Median Type: Existing: N/A Proposed: __________

Width: Width:

Lane No./Width:

Existing: 12/4 Proposed: /

Shoulders: Existing: C/G Proposed: __________

Width: 0 Width:

No. of Bridges: Existing: 3 Proposed:

Other Improvement

Projects in Area:

None SYP Resurface Other

1. Miscellaneous Roadway

Conditions

Comments:

Avg.

Width: Existing: 98

Source: HIS Plans Microfilm Other

Current Primary Use: Industrial Commercial Residential Farmland Other:

No Yes Project may require additional R/W. Possible Relocations : Homes: 1-5 Businesses: _____

2. Right of Way

Comments:

Existing Utilities:

Power Gas Telephone Cable Sewer Water ITS None Other:

3. Utilities

No Yes Project may require Utility Relocations. Comments:

(Check all that apply):

Blueline Streams Wetlands Floodplain Wildlife Managed Areas Historic Properties Cemeteries Schools Churches Endangered Species Public Land/Park Noise Impact Arch. Sites NR Properties Potential NR Properties Other:

Potential Contaminated sites: Gas Stations Landfills Auto Repair Junkyards Other

4. Environmental Impacts

Comments:

No Yes Project is located in a Maintenance or Nonattainment Area Ozone PM 2.5 No Yes Project adds through lane capacity No Yes Project results from a Congestion Management Plan

No Yes Project is included in TIP/STIP TIP Page # STIP Page #

5. Air Quality

Comments: Green St Corridor Study- 1998, EUTS Congestion Management System Report-July 2004

No Yes Planning/Zoning Regulations

exist in Community No Yes Project may affect established Business,

Commercial or Industrial Districts. No Yes This project has economic impacts on regional/local economy:

Development Tax Revenues Employment Opportunity Retail Sales Other Please Describe:

No Yes This project provides direct access to major points of interest: Nat’l/State Parks Monuments Historic Sites Amusement Parks US Public Land Other Please Describe:

6. Economic Impacts

No Yes This project provides direct access to major traffic generators: Shopping Centers Schools Industries Military Installations Other Please Describe:

UPL #: 02 051 B0041A 52.00 County: Henderson Co. #: 051 Route: US 41A

Appendix J - Page 2

Page 3 of 4 Filename: 02 051 B0041A 52^00.doc

This project is a candidate for: (check all that apply) Bicycle Paths Sidewalks Shared-Use Paths Park/Ride Lots N/A This project improves direct access to: (check all that apply) Airports Railways Riverports Trucking Routes N/A

Type of Public Transportation available: Fixed Route Demand Response

7. Multimodal Opportunities

Comments:

This project may affect: Neighborhood or Community Cohesion (Check all that apply) Travel Patterns (Vehicular, commuter, bicycle, pedestrian) Household Relocations Elderly, disabled, nondrivers, minorities, low-income persons No adverse effects to neighborhoods apparent.

8. Social Impacts

Comments/Impact Descriptions:

Section V – Cost Estimate Information (to be completed by Hwy District Office): Cost Estimate by Phase:

Phase Original Estimate By: Revision 1 Date By: Revision 2 Date By: Planning $0 Design $2,000,000 D2 $2,200,000 9/6/06 JKM ROW $3,500,000 D2 $3,500000

Utilities $3,000,000 D2 $3,000,000 Construction $23,000,000 D2 $25,100,000 9/6/06 JKM Total Cost $31,500,000 D2 $33,800,000 9/6/06 JKM

Estimate Procedure Used:

Original Estimate: Revision 1: Revision 2:

Per Mile@ $

Terrain: __________

Per Mile@ $ 5.5M for C only

Terrain: __________

Per Mile@ $

Terrain: __________

Detailed Estimate with

Calculations Attached

Detailed Estimate with

Calculations Attached

Detailed Estimate with

Calculations Attached Estimate Assumptions: see attached 02 051 B0041A 52^00 EST.doc

Estimate Assumptions: (4.2mi)(5.5M/mi)=23.1 M+ 2M for RR Bridge=25,100

Estimate Assumptions:

Estimate Class: E-Requires further study Estimate Class: E-Requires further study Estimate Class: __________________

Section VI – Attachments: The following items are attached to this document: Location Map Photograph(s) Other: Comments:

UPL #: 02 051 B0041A 52.00 County: Henderson Co. #: 051 Route: US 41A

Appendix J - Page 3

Page 4 of 4 Filename: 02 051 B0041A 52^00.doc

Appendix J - Page 4

Hender

son

2nd

St

S Gr

een

St

Clay

St

5th

St

S M

ain S

t

1st S

t

N Elm

St

Old He

nderso

n Rd

3rd

St

S Elm

St

Mill S

t

Was

hing

ton

St

N Adam

s St

S Alv

es S

t

7th

St

N Main

St

Hic

kory

Rid

ge R

d

Cent

er S

t

N Wate

r St

8th

St

Sand

LnV

ine S

t

United State

s Highway 4

1

S Ada

ms St

Farm Field Rd

Letch

er St

Prin

gle

St

S Alva

sia St

6th

St

Kim

sey

Ln

Atkins

on St

S Ing

ram St

9th

St

Shelb

y St

Newman Rd

Helm

St

N Ingr

am St

4th

St

Van

Wyk

Rd

14th

St

Norri

s Ln

Madis

on St

Youn

g St

S Wa

ter S

t

Airli

ne R

d

Pond

St

Rei

d D

r

Clark

St

Pries

t St

United State

s Highway 4

1 South

Burde

tte St

Roo

seve

lt Av

e

N Alve

s St

S Juli

a St

Drury

Ln

N Lin

coln

Ave

Craig D

r

Old Ma

disonv

ille Rd1

0th

St

11th

St

Fair

St

N Alvas

ia St

Heilman Ave

Cum

nock

St

Her

ron

Ave

Glover D

r

Jack

son

St

Penne

l St

Rock

s Rd

12th

St

Hanc

ock S

t

Maple

St

S Mea

dow S

t

Pow

ell S

t

N Green St

Ray

St

S El

m P

l

Hick

s St

Gabe

St

Loeb

St

Frankl

in Ave

Porte

r Dr

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s Ln

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an D

r

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Dr

Woodland

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t

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bon

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13th

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in St

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t

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efur D

r

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e St

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er A

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S Lincoln Ave

9th

Pl

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ge R

d

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ope S

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l

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wood

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way

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field

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an St

Cheaney Dr

N Alve

s St

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8th

St

Clay

St

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Ln

4th

St

4th

St

8th

St

Powe

ll St

´E

vans

ville

MP

O -

July

, 200

6

KY 21

83

Ohi

o R

iver

Appendix J - Page 5

Green St. @ 12th (WB)

Green St. [10th-9th] (WB)

Green St. @ RR Bridge Near 4th (WB)

Appendix J - Page 6

Green St. @ Washington (WB)

Green St. [Jackson-Hancock] (WB)

Green St. @ Sand Ln (WB)

Appendix J - Page 7

This Page Intentionally Left Blank

Appendix J - Page 8

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Appendix J - Page 9

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ASE

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2010

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2012

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2008

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NT

AM

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NT

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NT

AM

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NT

AM

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NT

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NT

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NT

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NT

AM

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NT

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NT

02

02

02

02

02

02

02

02

02

02

15

2.03

15

2.04

17

5.00

70

0.03

70

0.04

70

0.05

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6.00

96

8.00

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LIA

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ITY

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pose

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pose

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d:

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pose

and

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d:

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pose

and

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d:

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pose

and

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d:

Pur

pose

and

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d:

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pose

and

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d:

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pose

and

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d:

02

02

02

02

02

02

02

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99

15

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3.00

- - - - - - - - - -

Par

ent

No.

:

Par

ent

No.

:

Par

ent

No.

:

Par

ent

No.

:

Par

ent

No.

:

Par

ent

No.

:

Par

ent

No.

:

Par

ent

No.

:

Par

ent

No.

:

Par

ent

No.

:

2004

2004

2006

2004

2004

2004

2006

2006

2000

2002

2004

2004

2006

2004

2004

2004

2006

2006

1996

1998

68 14.4

83

4.7

68.0

1

14.5

48

5.3

Mile

poin

ts:

Mile

poin

ts:

Mile

poin

ts:

Mile

poin

ts:

Mile

poin

ts:

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poin

ts:

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poin

ts:

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poin

ts:

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poin

ts:

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poin

ts:

To:

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To:

To:

To:

To:

To:

To:

Fro

m:

Fro

m:

Fro

m:

Fro

m:

Fro

m:

Fro

m:

Fro

m:

Fro

m:

Fro

m:

Fro

m:

Appendix J - Page 10

KE

NT

UC

KY

TR

AN

SPO

RT

AT

ION

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BIN

ET

SIX

YE

AR

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HW

AY

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AN

Pag

e:3

FY

-

FY

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TH

RU

2006

2012

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TE

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TH

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FU

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DU

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N

25 M

AY

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6

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AY

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TH

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P 7

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TO

MP

78.2

48.

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PA

IR A

ND

GR

IND

PA

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ME

NT

ON

TH

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UD

UB

ON

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WA

Y F

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P 8

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TO

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NST

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/CO

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AL

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NT

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CH

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GE

AT

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CN

)

7.

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7.

100

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SON

EB

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4

AU

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5

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4

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,000

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000

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975,

000

Tot

al

Tot

al

Tot

al

C C D R U C

PH

ASE

PH

ASE

PH

ASE

2006

2008

2007

2008

2008

2009

YE

AR

YE

AR

YE

AR

NH

SP SP SP SP SPFU

ND

ING

FU

ND

ING

FU

ND

ING

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000

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AM

OU

NT

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NT

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OU

NT

02

02

02

203

8.00

204

0.00

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4.00

- - -

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LIA

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ITY

/ P

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EM

EN

T R

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)

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pose

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02

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203

8.00

204

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- - -

Par

ent

No.

:

Par

ent

No.

:

Par

ent

No.

:

2004

2004

2006

2004

2004

2006

70.4

5

8.75

68.2

5

78.2

48

15.8

83

68.7

5

Mile

poin

ts:

Mile

poin

ts:

Mile

poin

ts:

To:

To:

To:

Fro

m:

Fro

m:

Fro

m:

Appendix J - Page 11

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