Gaysport bridge over the Muskingum River – MUS-CR66A-0.00 (PID 101730)

PROJECT DESCRIPTION

The Ohio Department of Transportation (ODOT) and the Muskingum County Engineer’s Office (MCEO) are proposing to replace the Gaysport Bridge (CR 66/North Street) over the Muskingum River. The existing bridge was built in 1955, was modified in 1971 and 2001, and is currently being studied for replacement. The existing seven-span truss bridge will be replaced with a new seven-span bridge on the existing abutments and piers including replacing the bridge superstructure, replacing and rehabilitating the bridge pier caps, and completing minimal roadway approach work. Currently, construction is scheduled to begin in May 2022 and is estimated to be completed by November 2023. A detour route will be required for this project during project construction, details of which are unknown at this time.

Questions or comments? Please contact me

Phone: (740) 323-5191

Email: Brian.Tatman@dot.ohio.gov

LegendStudy AreaParcels

0 50 100 15025Feet

Site Location Map

Site

File Name: Enviro Study Area.mxd Edited: 5/21/2020 By: afraley

Environmental Study Area

Approved by: L&A No. FigureDate:

MUS-CR66A-0.00 PID101730

May 2020 CM 20-0238 1

±

Source:

11

1

NO

NE

STATE OF OHIO

DEPARTMENT OF TRANSPORTATION

N

PROJECT EARTH DISTURBED AREA:

NOTICE OF INTENT EARTH DISTURBED AREA:

SCALE IN MILES

0 1 2 3 4

PORTION TO BE IMPROVED

INTERSTATE HIGHWAY

COUNTY & TOWNSHIP ROADS

OTHER ROADS

DIRECTIONAL DISTRIBUTION

TRUCKS (24 HOUR B&C)

DESIGN SPEED

LEGAL SPEED

DESIGN FUNCTIONAL CLASSIFICATION:

NHS PROJECT

FEDERAL ROUTES

STATE ROUTES

LOCATION MAP

DESIGN DESIGNATION

DESIGN EXCEPTIONS

INDEX OF SHEETS:

PROJECT DESCRIPTION

ESTIMATED CONTRACTOR EARTH DISTURBED AREA:

THE STANDARD SPECIFICATIONS OF THE STATE OF

OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING

CHANGES AND SUPPLEMENTAL SPECIFICATIONS LISTED

IN THE PROPOSAL SHALL GOVERN THIS IMPROVEMENT.

2019 SPECIFICATIONS

CO

NS

TR

UC

TIO

N P

ROJE

CT

NO.

RAIL

RO

AD IN

VO

LV

EM

EN

TF

ED

ER

AL P

ROJE

CT

NO.

PID

NO.

(NORTH STREET)

MUS-C.R.66A-0.00

MUSKINGUM COUNTY

HARRISON TOWNSHIP

BLUE ROCK TOWNSHIP

INDICATED ON SHEET #.

HIGHWAY AND THAT DETOURS WILL BE PROVIDED AS

WILL REQUIRE THE CLOSING TO TRAFFIC OF THE

DECLARE THAT THE MAKING OF THIS IMPROVEMENT

FORMAL SESSION, HEREBY APPROVE THESE PLANS AND

WE THE COMMISSIONERS OF MUSKINGUM COUNTY, IN

PLAN PREPARED BY:

4.9 ACRES

0.5 ACRES

1.0 ACRES

THIS PROJECT CONSISTS OF THE REMOVAL AND

REPLACEMENT OF THE EXISTING SUPERTRUCTURE, THE

REPLACEMENT OF PIER CAPS WITH PIER REHABILITATION,

AND MINIMAL APPROACH ROADWAY WORK.

CURRENT ADT (2021)

DESIGN YEAR ADT (2041)

DESIGN HOURLY VOLUME (2041)

MAJOR COLLECTOR

NO

NONE

LATITUDE: 39°48'14" N LONGITUDE: 81°53'36" W

TITLE SHEET

SCHEMATIC PLAN

TYPICAL SECTIONS

GENERAL NOTES

PLAN AND PROFILE

1

2

4

3

5

25

25

914

DATE MUSKINGUM COUNTY COMMISSIONER

DATE MUSKINGUM COUNTY COMMISSIONER

DATE MUSKINGUM COUNTY COMMISSIONER

APPROVED

DATE DISTRICT DEPUTY DIRECTOR

DATE DIRECTOR, DEPARTMENT OF

TRANSPORTATION

APPROVED

APPROVED

APPROVED

APPROVED

1005

110

55

21

SLM 0.170

END PROJECT

SLM 0.000

BEGIN PROJECT

101730

E1706

37

M

US-

C.R.6

6A-0.0

0

STRUCTURES OVER 20' SPAN 6-11

STAGE 1 PLAN SUBMITTAL

SPECIFICATIONS

SUPPLEMENTAL

PROVISIONS

SPECIALSTANDARD CONSTRUCTION DRAWINGS

SIGNED:

DATE:

ENGINEERS SEAL:

32

31

15

262728

2930

11

10

2322

2120

19

3

1617

18

3029

2019

11

1415

35

22

87

6

34

5

2

21

2

109

Riffle

Run

Manns

Fork

Salt

Creek

Duncan

Run

Fox

Run

Back

Run

LittleBlue

Rock

Creek

Crow

Run

CedarRu

n

Dry

CU

TL

ER

LAKE

RD

C-45

C-6

C-6

IRISH R

IDGE

RD

RD

BUTTER

M

ILK

RDC-226

GA

YS

PORT

HIL

LRD

C-466

C

-22

PEYTO

NR

DC-231

C-2

29

C-235

C-230

BETHLEHEMR

D

C-69

BUTTER

BEAN

RIDGERD

C-68 T-234

BUTT

ERBE

AN

R

IDGE

RD

T-68

T-139

BAC

K

RU

N

RD

T-140A

-140

UN

IO

N

HIL

L

RD

T-137

MOODY

HOLLOW

RD

VIRGIN

IARIDGE R

D

T-66

RID

GEVIEW

T-452

BLUE

ROCKR

D

T-13

6

TWYMAN

HILL

RD

T-245

STAKER

HILLRD

T-425

BR

OW

NIN

G

RD

T-4

51

T

SHAVER

RD

T-2

27

IMLA

Y

RD

T-248

CEDAR

RUN

RD

T-243

CO

RNS

RD

T-380

T-236

T-4

84

ROBERTS RD

T-466

T-1

40

BREWERLN

T-243

T-244

STRAWSER

LN

T-466

T-22

9

T-244

T-69

A

PIO

NEER

DR

WATER

ST

EAST

ST

RIO VIL

LA

CIR

HARRISON

Stone

Cedar Run

Merriam

Blue Rock PO

(Gaysport)

ST

MORGANCOUNTY

60

60 376

06-42-02-08-000

Vol. 210

0, Pg. 410

Dana J.

& Beverly L. Johnson

66'

WID

E

(VA

CA

TE

D)

WA

TE

R S

T.

66'

WID

E

(NO

T

VA

CA

TE

D)

WA

TE

R S

T.

20-60-20-05-000

Vol. 2354, Pg. 707

Lori A. Hite

Daniel E. &

20-60-20-01-001

Vol. 1091, Pg. 185

Edith C. Dearth

Glen A. &

06-42-01-

11-000

Vol. 2444, Pg. 231

Janeig

ht, L

LC.

06-42-01-

11-000

Vol. 444, Pg. 231

Janeig

ht, L

LC.

06-42-02-07-000

Vol. 2503, Pg. 477

Janeig

ht, L

LC.

06-42-02-07-000

Vol. 2100, Pg. 410

Beverly L. Johnson

Dana J. &

20-60-20-06-000

Vol. 987, Pg. 333

Thelma

G. Frasure

Elmer L.

&

TO BE REMOVED

EXISTING SUPERSTRUCTURE

(OLD RIVER RD)

| C.R. 6

(NORTH STREET)

| CONSTRUCTION C.R. 66A

NOT TO BE DISTURBED

EXISTING OVERHEAD ELECTRIC

(SOUTH RIVER RD)

| S.R. 6024.0'

26.0'

26.5'

5

11

0

SEJ

MJE

HO

RIZ

ON

TA

L

SC

AL

E IN F

EE

T

CA

LC

UL

AT

ED

CH

EC

KE

D

PL

AN

AN

D

PR

OFIL

E

ST

A.

10

+00.0

0

TO

ST

A.

19

+00.0

015

30

60

N

MU

S-

C.R.6

6A-0.0

0

ITEM 254 - PAVEMENT PLANING, 3" ASPHALT CONCRETE

10 11 12 13 14 15 16 17

PC Sta. 17

+24.78

PT Sta. 17

+80.21

18

19

P.I. Sta. 17+52.70

¬

R = 300.00'

T = 27.93'

L = 55.43'

E = 1.30'

C = -55.61'

NORTH ST. CURVE DATA

Residential

ResidentialResidential

BU

SIN

ESS

CO

MM

ER

CIA

L

BL

UE R

OC

K T

WP

HA

RRIS

ON T

WP

MUS

KIN

GU

M RIV

ER

SLM 0.000

STA. 10+00.00

BEGIN PROJECT

STA. 9+88.00

BEGIN WORK

SLM 0.170

STA. 18+93.00

END PROJECT

STA. 19+00.00

END WORK

59'-6" SPAN 1 71'-3" SPAN 2 102'-3" SPAN 3 110'-0" SPAN 4 140'-3" SPAN 5 140'-3" SPAN 6 60'-6" SPAN 7

| PIER 1 | PIER 2 | PIER 3 | PIER 4 | PIER 5 | PIER 6

686'-0" BRIDGE LIMITS

| BEARINGS, F.A.| BEARINGS, R.A.

10

660

11 12 13 14 15 16 17 18

600

630

690

720

750

780

600

630

660

690

750

780

680.55

682.05

683.55

685.05

686.55

688.05

689.55

691.

05

692.54

693.77

694.57

694.96

695.00

695.00

695.00

695.00

695.00

695.00

695.00

695.00

695.00

695.00

694.95

694.47

693.47

692.02

690.52

689.02

687.52

686.02

684.52

683.04

681.

75

680.71

679.90

679.34

680.55

681.

25

682.64

684.24

685.84

687.41

689.03

690.40

691.

06

691.

57

691.

92

692.28

692.53

692.58

692.67

692.58

692.58

692.64

692.69

692.65

692.61

692.57

692.21

691.

62

691.

02

690.35

689.58

687.43

687.43

685.88

684.26

682.81

681.

61

680.89

680.17

679.30

90'-0" V.C.

ELEV. = 695.00', K = 15

P.V.I. STA. 12+40.83

72'-0"

ELEV. = 695.00', K = 12

P.V.I. STA. 15+75.33

128'-0"

ELEV. = 679.78', K = 26

P.V.I. STA. 18+29.00

-6.00 %

-6.00 % -1.09 %

+0.00 % -6.00 %+6.00 % +0.00 %

+6.00 %

720