Informational Workshop Public Meeting

I-64 Six-Lane Widening Crooked Creek to Nitro Putnam County, WV

West Virginia Department of Transportation Division of Highways in cooperation with the Federal

Highway Administration

State Project U340-64-41.37 Federal Project NH-0641(318)

Rock Branch Elementary School 4616 1st Avenue

Nitro, WV Tuesday, May 17, 2016

4:00pm to 7:00pm

 

I-64 Six-Lane Widening Crooked Creek to Nitro

STATE PROJECT U340-64-41.37 FEDERAL PROJECT NH-0641(318)

The purpose of this Informational Workshop Public Meeting is to make available the approved Environmental Assessment and provide information on preferred Downstream Alternate 4 for the I-64 Six-Lane Widening Project located in Putnam County. This project includes the construction of a new bridge across the Kanawha River between the St. Albans and Nitro Interchanges.

Environmental studies have been conducted by the WVDOH in conjunction

with the Federal Highways Administration (FHWA) to fulfill requirements set forth in the National Environmental Policy Act of 1969 (NEPA) and Section 106 of the National Historic Preservation Act. Today’s meeting will present the approved Environmental Assessment (EA) and also other project related information. Copies of the EA are available upon request.

WVDOH Right-of-Way representatives are available to answer your

questions regarding any right-of-way acquisitions.

The I-64 Widening and Improvement Project will complete the six-lane typical section for I-64 between the US 35 Interchange to the west and the Nitro Interchange to the East. The project includes the construction of a bridge parallel to the existing Donald M. Legg Memorial Bridge across the Kanawha River.

The Donald M. Legg Memorial Bridge carries Interstate Route 64 over the Kanawha River, WV Route 817, and the CSX Railroad, is a three-span through cantilever truss bridge built in 1962. The overall length of the bridge is approximately 1400 feet with a 562.5-foot long main span. The bridge accommodates four (4) lanes of interstate traffic.

There are two interchanges, St. Albans (Exit 44) and Nitro (Exit 45), which will be affected by the proposed construction. The St. Albans Interchange connects to WV 817. The Nitro Interchange connects to WV 25 or 1st Avenue in Nitro.

PURPOSE OF TODAY’S MEETING

PROJECT DESCRIPTION

 

The 2013 I-64 annual average daily traffic volume is estimated at 69,500 vehicles per day. The projected 2033 volume is estimated at 101,400 vehicles per day under the build or no build alternative.

Eight (8) alternatives were developed to meet the capacity, traffic operations, and safety needs of the project while continuing to support growth and economic development within the project area.

All of the alternatives include the western widening section, which utilizes the median to provide an additional lane in each direction. The Nitro interchange will be adjusted to accommodate the six-lane interstate, but will retain its current partial cloverleaf configuration.

The development of the eight (8) alternatives addressed building a new four-lane bridge either upstream or downstream from the existing bridge. They also addressed a reconfiguration of the existing St. Albans Interchange to provide a more efficient flow of traffic. All of the alternatives provide an auxiliary lane between the St. Albans and Nitro interchanges. This lane allows a safer merge condition by providing a dedicated lane to accommodate entrance and exit ramp traffic.

As a result of the environmental studies and comments from the previous public workshop on May 20, 2013, Downstream Alternate 4, which is a flyover interchange configuration, was chosen as the Preferred Alternative and provides a free-flow traffic configuration. It greatly reduces the potential for backups when compared to the existing interchange, because it eliminates two stop controlled movements.

The configuration includes a flyover bridge for the westbound exit ramp located approximately 75 feet west of the existing overpass bridge. The eastbound entrance ramp includes a flyover located about 500 feet east of the existing overpass bridge. Eastbound exiting traffic will be accommodated by a 700-foot deceleration lane, and westbound entrance traffic will be accommodated by a 1,500-foot acceleration lane. The westbound exiting traffic and the eastbound entrance traffic will be accommodated by the proposed auxiliary lanes.

Alternative 4 has the least construction impacts because the flyover ramps have a greater offset from the mainline interstate. A significant portion of the project can be constructed without affecting traffic. The western widening section, and the Nitro Interchange will require traffic phasing to accommodate the proposed construction. Any lane closures on the interstate will be allowed only during night-time hours between 8:00 pm and 6:00 am.

Downstream Alternate 4 requires 312,601 square feet of controlled access ROW, 8,991 square feet of non-controlled access ROW and 11,515 square feet of temporary construction easements. Total project cost is $125 million

 

COMMENTS

Public Information Workshop……………………….…….……..May 17, 2016

Public Meeting Comments Due By………..……….…….…..…....June 21, 2016

*Current Environmental Clearance/FHWA NEPA Document Approval………………………………….……….……………..…Summer 2016

*Right of way acquisition to begin……………………………………Fall 2016

*Expected Construction Start Date…………………….……….….Spring 2017

*Dates are subject to change

Please send written comments on or before Tuesday, June 21, 2016 to:

Mr. Raymond J. Scites, P.E., Director, Engineering Division West Virginia Division of Highways

1334 Smith Street Charleston, West Virginia 25301

Project Information and Comment Sheets can be found online at our web page:

http://go.wv.gov/dotcomment Click on “Comment on Engineering Project”, then “Open”,

And then click on “I-64 Widening and Improvements”.

CURRENT PROJECT SCHEDULE

Date: May 17, 2016

Feet

Miles

Eastbound (Existing Bridge)

Westbound (Proposed Bridge)

Surface Water Resources 2365 LF of Streams, 0.08 Acres of Wetlands

I-64 Widening and Improvements, Preferred Alternative Impact Listing

Engineering

Prelim. Length of Improvements20,011

Impact Category Downstream Alternate 4

Horizontal Geometry (Minimum Radius Used) 70 mph Design Speed 2291'

3.79

Roadway Configuration 6- (12' Lanes) - 6.85' Inside Shoulders - 10' Outside Paved Shoulders - 12' Total Shoulder Width

4 (12' Lanes) 3-thru lanes 1-auxiliary lane.

4 (12' Lanes) 3-thru lanes 1-auxiliary lane. Bridge Configuration

6.85' Median Shoulder Wdith (12' recommended)

Design Exceptions Required

469' Stopping Sight Distance (730' recommended)

Estimated Project Costs $125 Million

Bridge Geometry (Length/Width)

Existing Bridge = 1400' bridge length, 562.5' Main Span with 375' anchor spans, and an additional 78'

east approach span.

Existing Bridge Clear Width = 64. 25', New Bridge Clear Width = 66'

Financial / Costs

Traffic Operations

Number of Local Roadways Severed None

Historic Resource Impacts No Adverse effect on Historic Resources

Archaeological Sites No Adverse effect on Archaeological Sites

Safety Constraints / ImpactsImproves Safety with the addition of an auxiliary lane between the St. Albans and Nitro Interchanges

and eliminating stop conditions at the St. Albans Interchange.

Human Environment

Residential Displacement (# houses) 0

Billboard (# structures) 0

Industrial Facilities Impacts (e.g. Chemical Plant) 0

Commercial Facilities Impacts (e.g. Businesses) 0

Major (Public) Utility Conflicts / Impacts No

Railroad Involvement CSX Transportation is located under the Kanawha River Bridge

Physical Impacts

Potential Hazard Waste Site(s) Project will be contained within existing R/W in vicinity of Nitro Solutia Site

I-64 WideningCrooked Creek to Nitro (40th St.)

St. Albans InterchangeMay 17, 2016

500 0 500250 Feet

Downstream Widening / Upgrade

Downstream Alternate 4

Westbound ON Ramp

Eastbound OFF Ramp

Eastbound ON Ramp

Westbound ON Ramp

Westbound OFF Ramp

Begin Project

End Project

I-64 WideningCrooked Creek to Nitro (40th St.)

Preferred AlternativeMay 17, 2016

0.5 0 0.50.25 Miles

64

64Putnam County

Kanawha County

Armou

r Cree

k

25

1st A

ve.

Conra

il Rail

road

Exit45

Teays Valley

Nitro

Nitro

Kanawha River

Former City ofNitro Dump

WV Rte. 817

CSX Railroad

Utility Transmission Lines

Little Scary Creek

Rock

step R

un

John AmosFly Ash Pond

Electr

ic Tran

smiss

ion Li

nes

44

33

Bills Creek Rd.Teays Valley Rd.

Gas PipelinesMcClo

ud Rd

.

Electric Transmission Lines33 29

Rock

Step

Rd.

Exit44

40th St.

817

817

Western Section WideningWV Rte. 817 ImprovementsDownstream Widening / UpgradeDownstream Alternate 4

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0

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5

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0

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1

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RO

CK

ST

EP

RU

N

LITTLE S

CA

RY

EXIST ST.

ALB

ANS E

XIT R

AMP

EXIST ST.

ALB

ANS E

NTR

ANCE R

AMP

LIT

TLE

SC

AR

YC

RE

EK

RAMP

SIGN

SIGN

O/H SIG

N

RAMPSI

GN

SIGN

I-64 WBL

I-64 EBL

SIGN

SIGN

RAMP

SIGN SI

GN

RAMP

SIGN

RA

MP

RA

MP

SIGN

SIGN

SIGN

SIGN

O/H SIG

N

MESA DRIVE

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

RA

MP

W.E.

675.3

W.E.

666.5

STEEP GUT BRANCH

30" R

CP

24"

RC

P24"

RC

P

7 X 7 R

CB

C

8 X 7 R

CB

C

36"

CS

P

ROCKS

INVERT

EL. I

N= 60

7.82

TOP E

L.= 616.90

HW

INVERT

EL. I

N= 66

7.01

GRATE

EL.= 66

7.70

DI

INVERT

EL. O

UT= 66

4.05

GRATE

EL.= 66

7.25

DI INVERT

EL. I

N= 65

8.85

GRATE

EL.= 66

1.75

DI

INVERT

EL. I

N= 616.15

TOP E

L.= 62

5.21

HW

18IN. C

MP

16IN. CMP

24IN.

RCP

36IN.

CO

NC.

CU

LV

T.

INVERT

EL. I

N= 65

6.32

GRATE

EL.= 65

8.97

DI

INVERT

EL. I

N= 65

7.96

INVERT

EL. O

UT= 65

8.04

GRATE

EL.= 66

1.85

DI

36IN.

CO

NC.

CU

LV

T.

36IN.

CO

NC.

CU

LV

T.

INVERT

EL. O

UT= 67

0.51

24IN. C

MP

INVERT

EL. I

N= 67

0.73

24IN. C

MP

INVERT

EL. I

N= 66

8.04

GRATE

EL.= 67

1.39

DI

INVERT

EL. O

UT= 66

6.13

GRATE

EL.= 66

8.73

DI

INVERT

EL. I

N= 66

5.53

GRATE

EL.= 67

1.03

DI

INVERT

EL. O

UT= 66

1.26

TOP E

L.= 66

4.38

HW

18IN. CONC. CULVT

INVERT

EL. O

UT= 64

1.31

TOP E

L.= 64

6.71

HW

INVERT

EL. O

UT= 69

1.31

18IN. C

MP

INVERT

EL. O

UT= 69

1.36

16IN. C

MP

INVERT

EL. I

N= 66

9.76

GRATE

EL.= 67

3.56

DI

INVERT

EL. O

UT= 66

9.44

GRATE

EL.= 67

2.24

DI

BOX

INVERT

EL. I

N= 69

2.31

GRATE

EL.= 69

3.81

DI

INVERT

EL. I

N= 69

2.75

GRATE

EL.= 69

3.95

DI

INVERT

EL. O

UT= 68

7.82

8IN. PIP

EIN

VERT EL. I

N= 68

8.41

GRATE

EL.= 68

9.81

DI

INVERT

EL. I

N= 68

8.37

GRATE

EL.= 68

9.77

DI

INVERT

EL. O

UT= 68

7.61

8IN. PIP

E

24IN. CONC. PIPE

INVERT

EL. O

UT= 64

0.98

TOP E

L.= 63

7.55

HW

INVERT

EL. I

N= 64

8.62

TOP E

L.= 65

2.62

HW

24IN. CMP

24IN.

CMP

INVERT

EL. O

UT= 66

0.88

INVERT

EL. I

N= 66

0.88

TOP E

L.= 66

4.38

HW

24IN.

CO

NC.

PIP

E

30IN. PIP

E

INVERT

EL. O

UT (2)=

654.80

INVERT

EL. O

UT (1)

= 65

5.70

INVERT

EL. I

N= 65

4.80

GRATE

EL.= 65

9.70

DI

INVERT

EL. O

UT= 65

6.11

INVERT

EL. I

N= 65

6.11

GRATE

EL.= 66

1.22

DI

(1)

(2)

24IN.

PIP

E

INVERT

EL. O

UT= 65

5.74

INVERT

EL. I

N= 65

5.60

GRATE

EL.= 65

9.12

DI

INVERT

EL. O

UT= 65

3.12

TOP E

L.= 65

6.69

HW

INVERT

EL. I

N= 613.89

TOP E

L.= 617.8

1

HW

36IN.

CO

NC.

PIP

E

INVERT

EL. I

N= 64

1.86

GRATE

EL.= 64

2.42

C IN

LET W/ M

H

INVERT

EL. O

UT= 63

8.87

18IN. C

MP

INVERT

EL. O

UT= 58

6.95

GRATE

EL.= 59

1.15

DI

7F

T.

CU

LV

ER

T

36IN.

CMP

24IN. CMP

DI

24" IN

VERT EL. I

N = 66

8.49

36" IN

VERT EL. O

UT= 66

8.57

GRATE

EL.= 67

4.67

INVERT

EL. I

N = 64

8.79

TOP E

L.= 65

1.97

HW

24IN. CONC. PI

PE

INVERT

EL. I

N= 62

2.46

TOP E

L.= 62

9.46

HW

GRATE

EL.= 69

3.81

DI

GRATE

EL.= 69

3.95

DI

INVERT

EL. O

UT= 613.75

TOP E

L.= 62

2.49

HW

ROCKS

ROCKS

FLAG

FLAG

MH

MH

MH

MH

MH

INVERT=665.7

36"

CMP

INVERT=667.4

36"

CMP

INVERT=669.0

24"

RCP

INVERT=669.4

24"

RCP

INVERT=668.9

DROP INLET

INVERT=670.5

DROP INLET

INVERT=664.2

24"

RCP

INVERT=663.8

24"

RCP

INVERT=689.6

DROP INLET

INVERT=689.5

DROP INLET

INVERT=687.2

15"

CMP

INVERT=687.4

15"

CMP

INVERT=693.8

DROP INLET

INVERT=693.9

DROP INLET

INVERT=691.1

15"

CMP

INVERT=691.2

15"

CMP

INVERT=659.8

24"

RCP

INVERT=658.1

24"

RCP

INVERT=657.8

30"

RCP

INVERT=656.9

30"

RCP

INVERT=651.6

DROP INLET

INVERT=646.2

24"

CMPINVERT=659.5

DROP INLET

INVERT=652.5

30"

RCP

INVERT=655.8

24"

RCP

INVERT=655.8

24"

RCP

INVERT=655.8

24"

RCP

INVERT=613.4

7'x7'

BOX

INVERT=616.0

7'x7'

BOX

INVERT=671.0

DROP INLET

INVERT=661.3

18"

RCP

24"

RCP

LPOLE

LPOLE

LPOLE

LPOLE

LPOLE

LPOLE

LPOLE

LPOLE

LPOLE

LPOLE

665.

666

2061

PIP

36 C

MP

667.

981

2089

PIP

36 C

MP

PIP

24 C

ONC

669.

005

2067

2066

669.

374

PIP

24 C

ONC

668.

850

1001

DID

670.

530

1000

DID

24CONC

1.72

D

663.

765

2091

PIP

24 C

ONC

693.

835

2064

DID

691.

187

2065

PIP

15 C

MP

664.

245

2090

PIP

24 C

ONC

687.

241

2092

PIP

15 C

MP

689.

557

2093

DID 68

9.52

7

2094

DID

687.

370

2095

PIP

15 C

MP

691.

076

2062

PIP

15 C

MP

693.

901

2063

DID

661.

260

1003

PIP

18 C

ONC

DID 67

1.00

0

1002

656.

870

1004

PIP

30 C

ONC

659.

825

2097

PIP

24 C

ONC

657.

820

1005

PIP

30 C

ONC

658.

050

1006

PIP

24 C

ONC

659.

529

2098

DID

655.

765

2096

PIP

24 C

ONC

655.

780

1007

PIP

24 C

ONC

655.

800

1008

PIP

24 C

ONC

613.

368

2116

BLX 7X7

652.

481

2099

PIP

30 C

ONC

616.

020

2119

BLX 7X7

24" RCP

24"

RC

P

24"

RC

P24"

RC

P

24" RCP

30" RCP

24"

RC

P

24"

RC

P

30" RCP

345,000 VOLTSAMOS SPORN 345 LINES

AMERICAN ELECTRIC POWER

345,000 VOLTSAMOS SPORN 345 LINES

AMERICAN ELECTRIC POWER

a 605+00 a 610+00 a 615+00 a 620+00 a 625+00 a 630+00

EQ

NA

HDa 603

+67.0

8

EQ

NB

K603

+85.0

8

500

+00

505+0

0

495+0

5.04

PC

498+23.89

PCC

498+99.95

PT

499+28.25

PC

508

+63.4

5

PT

F:\

Trans\

WV-319

_I6

4Study\

Road

way\

2012

Addendu

m\

Dra

win

gs\

DS_4\

des-S

A-Interchange.d

gn

05\

13\

16 11:5

5:0

4

AM

U320

2013W.V.

Public

Roads

Div.

State

Dist.

No.

State

Project

No.

Federal

Project No.

Fiscal

YearCounty

Sheet

No.

Total

Sheets

0.00

DIVISION OF HIGHWAYS

THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION

0 REVISION

NUMBER

SHEET

NUMBERREVISION DATE BY

SCALE:

100'

PLAN SHEETDOWNSTREAM ALTERNATE 4

RAMP DC-1

RAMP DD-

1

RAMP DA-4

RAMP DB-4

CUR

VE 1

CURVE 2

CURVE 3

CURVE 4CURVE 1

CURVE 2

CU

RV

E 3

SE = 8.00%

E = 174.17

L = 422.38

T = 323.85

R = 214.00

D = 26°46'25"

} = 113°05'14"LT

PI = 212+41.00

CURVE 2

RAMP DA-4

SE = 2.40%

E = 14.47

L = 479.69

T = 241.00

R = 2000.00

D = 2°51'53"

} = 13°44'32"RT

PI = 202+41.00

CURVE 1

RAMP DA-4

SE = 2.40%

E = 12.04

L = 437.78

T = 219.77

R = 2000.00

D = 2°51'53"

} = 12°32'30"RT

PI = 325+55.15

CURVE 4

RAMP DB-4

SE = 2.40%

E = 6.19

L = 314.24

T = 157.44

R = 2000.00

D = 2°51'53"

} = 9°00'08"RT

PI = 316+99.21

CURVE 3

RAMP DB-4

SE = 4.00%

E = 4.11

L = 183.95

T = 92.22

R = 1032.00

D = 5°33'07"

} = 10°12'45"RT

PI = 217+42.31

CURVE 3

RAMP DA-4

SE = 7.60%

E = 10560.96

L = 925.90

T = 10856.81

R = 300.00

D = 19°05'55"

} = 176°50'04"LT

PI = 414+72.68

CURVE 2

RAMP DB-4

PLN-001.PRNP

LO

TFIL

E:

PL

N-001.

PR

N

400+00

405+00

400

+00.0

0

PC

408+09.00

PCC

408+93.60

PT

200+00

205+00

210+00

215

+00

220

+00

200

+00.0

0

PC

204

+79.6

9

PT

209

+17.15 P

C

213+39.53

PT

216+50.09

PC

218+34.04

PT

305+0

0

310

+00

315+00

320+00

325+00

301+84.12

PC

306

+15.8

6P

RC

318

+56.0

0

PT

323

+35.3

7

PC

327

+73.16

PT

315

+41.7

6P

RC

SE = 6.20%

E = 50.52

L = 431.47

T = 230.37

R = 500.00

D = 11°27'33"

} = 49°28'26"RT

PI = 304+14.49

CURVE 1

RAMP DB-4

100

+00

105

+00

104+5

3.76

PC

107+62.35

PT

RAMP DC-1 408+93.60 B

RAMP DA-4 219+34.15, 16.00' RT

RAMP DAB-4 103+46.34, 5.00' RT

RAMP DD-4 495+05.04 B =

RAMP DB-4 301+84.12 B

RAMP DD-4 500+29.66, 16.00 RT =

L

RAMP DA-4 220+01.32 B

RAMP DAB-4 107+62.35, 5.00 LT =

RAMP DC-1 400+00.00, B

MAINLINE a 614+75.31, 28.00' RT =

RAMP DB-4 327+73.16, B

MAINLINE a 609+71.69, 78.17' LT =

RAMP DD-1 508+63.45, B

MAINLINE a 627+16.01, 29.41' RT =

L

L

L

L

100+00.00 RAMP DAB-4

END STUDY WV 817 & ST. ALBANS I/C RAMPS

BEGIN STUDY DOWNSTREAM ALTERNATE 1

RAMP DD-1 200+00.00, B

MAINLINE a 631+84.26, 109.78' LT =

SE = 7.20%

E = 18.05

L = 308.60

T = 157.05

R = 674.07

D = 8°30'00"

} = 26°43'50"RT

PI = 106+10.81

CURVE 1

RAMP DAB-4

-214/13-NH-

0641(265)EPUTNAM1 2 21

CA R/W

CA R/W

CA R/W

CA R/W

CA R/W

L

L

L

DATE: Mr. RJ Scites, P.E. Director, Engineering Division West Virginia Division of Highways 1334 Smith Street Charleston, West Virginia 25301 DATE: Tuesday, May 17, 2016 LOCATION: Rock Branch Elementary School SUBJECT: INFORMATIONAL WORKSHOP PUBLIC MEETING PROJECT: I-64 Six-Lane Widening U340-64-41.37 NH-0641(318) Putnam County COMMENTS DUE BY Tuesday, June 21, 2016 Please consider the following comments: ____________________________________________________________________________

____________________________________________________________________________

____________________________________________________________________________

____________________________________________________________________________

____________________________________________________________________________

____________________________________________________________________________

____________________________________________________________________________

(Please print the following information)

NAME:

ADDRESS:

ORGANIZATION (IF ANY):

How did you hear about the Informational Workshop Public Meeting?

Project Information and Comment Sheets Can be found online at our WVDOH Website at http://go.wv.gov/dotcomment.

Under Engineering Projects, Open, and then click I-64 Widening.