MUS-CR209 (Okey Rd)-2.74 (PID 104046) – Bridge Replacement Project

The Muskingum County Engineer’s Office, in consultation with the Ohio Department of Transportation (ODOT), is proposing to replace a deficient bridge (SFR 6032613), which carries Okey Road (TR209) over the Buffalo Fork Creek. The structure is located near the City of Chandlersville, Muskingum County, Ohio. The existing Muskingum County owned structure is a riveted camelback (pratt) pony truss that is registered as a historic structure and is the only remaining structure of this type in Ohio. The existing truss exhibits surface corrosion on the majority of its steel members with noted section loss and heavy deterioration of the gussets/connecting components at the bottom chord to vertical/diagonal connections and near the bearings. The existing structure is a riveted camelback pony truss and was constructed in 1935 and rehabilitated in 2004, in which a new corrugated metal deck and asphalt wearing surface were installed. Record plans do not exist for the original or rehabilitation plans. This bridge was identified in the First Historic Bridge Inventory, Evaluation and Management Plan (1983) as the only representative of its structural type in Ohio and thus was recommended as eligible for inclusion on the National Register of Historic Places. The bridge is currently posted for reduced legal load of 3 ton due to its deteriorated condition and overall light structural steel framing. Low traffic volumes, which generally consists of passenger vehicles and a weekly waste removal truck, have allowed the bridge to remain capable of supporting its routine vehicular loading. Okey Road has a very low ADT of about 51 vpd and would be closed and detoured for any rehabilitation or replacement efforts. Considering the overall condition of the structure and results of the feasibility analysis, it is proposed that the bridge will need to be replaced. The Muskingum County Engineer’s Office is also in favor of replacing the structure considering the condition, maintenance, and use restrictions present currently and into the future if the structure were to remain. As such, a 20’ total bridge width will be provided for with a new bridge. The proposed structure type will be the installation of a new steel truss bridge which will include guardrail and some approach work. Also, the new structure will be on slightly different alignment. The existing riveted camelback that is eligible for the NRHP will be disassembled and given to Clear Creek metropark for re-erection and preservation within the park.

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0 105Miles MUS-TR 209-2.74

PID 104046

The Ohio Department of TransportationMUSKINGUM COUNTY

Project AreaOkey Rd.

313

146

284

T IMBE

RLAKE

T IMBE

RLAKE

CIR

CIR

PALM

ERPA

LMER

DRDR

M cCUTCHEONMcCUTCHEONLNLN

WWOONNDDEERRLLAANNDD

RRDD

MMcc DD

OONN AA

LL DDRR DD

MMCC DD

OONN AA

LLDDRRDD

PP RR YY OO RR RRDD

CC RR OO NN IINN

LLNN

WWEESS TT CCRREE SSTT RRDD

TT UU MM BBLL II NN RRDD

CLAY PIKE RDCLAY PIKE RD

PPIINNEELLAAKKEE

RRD D

ROW

LAND

LNRO

WLA

ND LN

C CO OO ONNR RI ID DG GE E

RRDD

GG RR EE EE NN

VV AA LL LL EE YY RRDD

OKEY RDOKEY RD

WOLFE

WOLFE

RUN RDRUN RD

CRCR 199

199

TRTR 209

209

T R 617TR 617

TRTR17021702

TR 6

99TR

699

T R 686TR 686

TR 209TR 209

TR 451TR 451

T R 654TR 654

TT RR11 99

66

T R 210TR 210

TT RR 33 99 00

CR 22CR 22

CR 105CR 105

TR 6

62TR

662

CR 8

3CR

83

TTRR220099

TR 106TR 106

SALT CREEK

Ohio Department of Natural Resources

µ0 1,000 2,000 3,000500

Feet

MUS-TR 209-2.74PID 104046

Norwich 7.5'Quadrangle Map

Project AreaSFN - 6032613

TR 2

09TR

209

CC OOOO NN

RR IIDD GG

EERR DD

OO KK EEYY

RR DD

146

146

Ohio Department of Natural Resources

µ0 18090

Feet

MUS-TR 209-2.74PID 104046

2014 OSIPAerial Imagery

Project AreaSFN - 6032613

7

1

NO

NE

MUS-T.R.209-2.74

N

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:

FEDERAL ROUTES

STATE ROUTES

LOCATION MAP

DESIGN DESIGNATION

DESIGN EXCEPTIONS

INDEX OF SHEETS:

PROJECT DESCRIPTION

PROJECT EARTH DISTURBED AREA:

NOTICE OF INTENT EARTH DISTURBED AREA:

ESTIMATED CONTRACTOR EARTH DISTURBED AREA:

2019 SPECIFICATIONS

THE STANDARD SPECIFICATIONS OF THE STATE OF

OHIO, DEPARTMENT OF TRANSPORTATION, INCLUDING

CHANGES AND SUPPLEMENTAL SPECIFICATIONS LISTED

IN THE PROPOSAL SHALL GOVERN THIS IMPROVEMENT.

0.50 ACRES

0.10 ACRES

A STEEL TRUSS BRIDGE INCLUDING GUARDRAIL AND

MINIMAL APPROACH WORK.

DATEMUSKINGUM COUNTY COMMISSIONER

MUSKINGUM COUNTY COMMISSIONER DATE

MUSKINGUM COUNTY COMMISSIONER DATE

DATEMUSKINGUM COUNTY ENGINEER

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

N/A

TITLE SHEET

TYPICAL SECTIONS

PLAN AND PROFILE

CROSS SECTIONS

1

2

3GENERAL NOTES

4

MUSKINGUM COUNTY

MUSKINGUM COUNTY

ENGINEER'S OFFICE

SIGNED:

DATE:

BP-3.1 DS-1-92

GSD-1-96

800

832

MT-101.60

DM-4.4

MGS-1.1

MGS-2.1

MGS-3.1

MGS-4.1

DM-4.3

ENGINEERS SEAL: STANDARD CONSTRUCTION DRAWINGSSUPPLEMENTAL

PROVISIONS

SPECIAL

SPECIFICATIONS

DM-1.1 TST-1-99 846

PLAN PREPARED BY:

SALT CREEK TOWNSHIP

IMPROVEMENT OF 0.05 MILE OF T.R.209 IN SALT

CREEK TOWNSHIP, BY REPLACING A SINGLE SPAN

STEEL TRUSS BRIDGE OVER BUFFALO FORK WITH

LATITUDE: 39°54'11" N LONGITUDE: 81°50'20" W

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LOCATION

PROJECT

CURRENT ADT (2019)

DESIGN YEAR ADT (2039)

51

57

DESIGN HOURLY VOLUME (2039) 7

55

6

20 MPH

45 MPH

LOCAL

NONE REQUIRED

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PID

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STAGE 1 PLAN SUBMITTAL

13

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1718

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1211

98

7

7

12

3

45

6

6

25

2223

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20

11

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13

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14

15

15

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T-390

T-107

ZANE TRAC

E

RD

T-442

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T-42A

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RD

T-3

65

T-637

BR

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R

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LN

T-3

67

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51

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T-42

T-686

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CH

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CIR

BIR

CH

CIR

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Sonora

Smith Mill

Georgetown

Bridgeville

Chandlersville

1ST

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RD

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ST

MAIN

ST

NORWIC

H

DR

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MUNICIPAL

AIRPORT

70

70

146

146

313

22

TOP OF SANDSTONE

EL. 702.80`

TOP OF SANDSTONE

EL. 715.04`

BOTTOM OF FOOTING

EL. 701.70 R.A.

BOTTOM OF FOOTING

EL. 714.04 F.A.

4

7

PL

AN

AN

D

PR

OFIL

E0

SEJ

MJE

N

10

20

40

MU

S-

T.R.2

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4

ST

A.

0+8

0.0

0

TO

ST

A.

3+6

0.0

0

CA

LC

UL

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CH

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TA

L

SC

AL

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EE

T

1

PT Sta. 1+

42.71

2

PC Sta. 2+80.01

3

PT Sta.

3+30.4

7

| CONSTRUCTION T.R. 209

| EX. R/W T.R. 209 (OKEY RD.)

STA. 0+86.63

BEGIN PROJECT

STA. 3+60.47

END WORK

STA. 3+55.47

END PROJECT

STA. 0+81.63

BEGIN WORK

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

G-1

STA. 1+72.07

| BRG. R.A.

STA. 2+77.93

| BRG. F.A.

G-2

G-3

G-4

Residential

60-60-14-17-000

Vol. 2619, Pg. 85

Jody & Jeffery Baker

General Farm

60-60-14-10-000

Vol. 1161, Pg. 83

George Niethammer

Agricultural

60-60-14-05-000

Vol. 2300, Pg. 428

Gary & Dorothy Okey

MGS TYPE T

ANCHOR ASSEMBLY,

MGS TYPE T

ANCHOR ASSEMBLY,

MGS TYPE A

ANCHOR ASSEMBLY,

MGS TYPE A

ANCHOR ASSEMBLY,

¬

P.I. Sta. 3+06.39

R = 70.00'

T = 26.38'

L = 50.46'

E = 4.81'

C = 49.38'

PR. | T.R. 209 CURVE#2

P.I. Sta. 0+88.75

¬

R = 170.00'

T = 58.21'

L = 112.16'

E = 9.69'

C = 110.14'

PR. | T.R. 209 CURVE#1

7.2'

6.5'

6.5'

6.3'

8.0'

8.0'

8.0'

8.0'

20.0'

25' TAPER

25'

TAPER

TO BE REMOVED

EXISTING STRUCTURE

BE REMOVED BY OTHERS

EXISTING GASLINE TO

714.47

714.47

714.48

714.63

714.73

715.00

715.31

715.83

716.41

716.90

717.24

717.58

717.93

718.27

718.61

718.95

719.30

719.64

719.98

720.33

720.96

721.

79

722.59

723.32

723.91

724.45

724.96

725.44

714.47

+1.10 % +4.86 %

725.71

714.50

714.61

714.74

714.92

715.16

715.46

715.81

716.23

716.70

717.19

717.67

718.16

718.64

719.13

719.61

720.10

720.59

721.

07

721.

56

722.04

722.53

723.01

723.50

723.99

724.47

724.96

725.44

P.V.I. STA 1+35.00 ELEV = 715.00'

63.86' VC K = 17

EXISTING GROUND

PROPOSED GRADE

BUTT JOINT TYPE

STA. 0+86.63

BEGIN PROJECT

BUTT JOINT TYPE

STA. 3+55.47

END PROJECT

EL

EV. 716.55

ST

A 1+

66.93

EL

EV. 714.65

ST

A 1+

03.07

BRIDGE LIMITS = 110.00'

TRUSS SUPERSTRUCTURE

PROPOSED PREFABRICATED

| BRG. R.A. | BRG. F.A.

105.86'

TO BE REMOVED

EXISTING ABUTMENT

TO BE SAW CUT

EXISTING ABUTMENT

O.H.W. = 700.50`

680

690

700

710

720

730

740

750

680

690

700

710

720

730

740

750

1 2 3

MUS-TR 209-2.74 (Okey Rd.) PID – 104046

Looking at bridge facing SW

MUS-TR 209-2.74 (Okey Rd.) PID – 104046

Looking at bridge facing NE

MUS-TR 209-2.74 (Okey Rd.) PID – 104046

Left corner of bridge facing SW

MUS-TR 209-2.74 (Okey Rd.) PID – 104046

Right corner of bridge facing NW

MUS-TR 209-2.74 (Okey Rd.) PID – 104046

Right corner of bridge facing NW

MUS-TR 209-2.74 (Okey Rd.) PID – 104046

Right corner of bridge facing N

MUS-TR 209-2.74 (Okey Rd.) PID – 104046

Left side of bridge facing SW

MUS-TR 209-2.74 (Okey Rd.) PID – 104046

From bridge looking downstream

MUS-TR 209-2.74 (Okey Rd.) PID – 104046

From bridge looking upstream

MUS-TR 209-2.74 (Okey Rd.) PID – 104046

Looking downstream toward bridge

MUS-TR 209-2.74 (Okey Rd.) PID – 104046

Abutment facing N

MUS-TR 209-2.74 (Okey Rd.) PID – 104046

Underside of bridge with abutment facing N

MUS-TR 209-2.74 (Okey Rd.) PID – 104046

Underside of bridge with abutment facing N

MUS-TR 209-2.74 (Okey Rd.) PID – 104046

Abutment facing SW

MUS-TR 209-2.74 (Okey Rd.) PID – 104046

Underside of bridge facing NE

MUS-TR 209-2.74 (Okey Rd.) PID – 104046

Close-up view of underside of bridge