PROJECT DESCRIPTION CLA-US 40-26.03L PID 88796 SFN 1201417 The proposed project will replace the existing bridge carrying westbound US 40 over Beaver Creek in Harmony Township, Clark County. US 40 is a rural major collector at the project location, with an average daily traffic of 3200 vehicles. The existing bridge is a single-span pre-stressed concrete box beam bridge on reinforced concrete abutments. The existing bridge has a clear span of 30’ , face-to-face of abutments. The roadway width is 40’ , face-to-face of guardrail. The structure has a sufficiency rating of 79.3 and a general appraisal rating of 5. Conditions noted at the time of the November 2011 bridge inspection included cracks on the superstructure beams; and heavy deterioration with exposed steel, deep scale, and delaminations of the abutments and wingwalls. The bridge is expected to be rated poor (general appraisal of 4) at the time of project sale (FY 2018). The existing bridge is nearing the end of its serviceable life. Failure to address the condition of this structure will result in its continued deterioration, leading to the posting of load limits and the eventual closure of the bridge. Renovation and replacement costs for the structure are similar. Due to the heavy deterioration of the substructure, renovation is not a viable alternative. Replacement has been determined to be the most prudent alternative. The anticipated replacement will be a single-span prestressed concrete arch on stub walls. The replacement will also offer a clear span of 32’ , face-to-face of abutments. The roadway width will be 40’ , face-to-face of guardrail. The project will be undertaken entirely within the existing public right-of-way. Under the revised design, westbound traffic will be detoured to Interstate 70 during construction. The project is located in a rural area, with surrounding land consisting of mowed right-of- way/lawn and cultivated fields/pastures. There are no buildings in proximity to the project. OHPO Online Mapping does not indicate any records in the project area. Beaver Creek is a warmwater habitat with a drainage area of 3.3 square miles at the project location. No trees or wetlands were identified within the project limits. The sediment bars within the channel will be removed in 2013, under a county maintenance project coordinated on the July 2012 MOA. The project will be constructed with federal and state System Preservation funds. Environmental clearance is scheduled for 10-11-2013. The project is currently expected to award in October 2017.
Transcript
PROJECT DESCRIPTIONCLA-US 40-26.03L
PID 88796SFN 1201417
The proposed project will replace the existing bridge carrying westbound US 40 over BeaverCreek in Harmony Township, Clark County. US 40 is a rural major collector at the projectlocation, with an average daily traffic of 3200 vehicles.
The existing bridge is a single-span pre-stressed concrete box beam bridge on reinforcedconcrete abutments. The existing bridge has a clear span of 30’, face-to-face of abutments. Theroadway width is 40’, face-to-face of guardrail.
The structure has a sufficiency rating of 79.3 and a general appraisal rating of 5. Conditionsnoted at the time of the November 2011 bridge inspection included cracks on the superstructurebeams; and heavy deterioration with exposed steel, deep scale, and delaminations of theabutments and wingwalls. The bridge is expected to be rated poor (general appraisal of 4) at thetime of project sale (FY 2018).
The existing bridge is nearing the end of its serviceable life. Failure to address the condition ofthis structure will result in its continued deterioration, leading to the posting of load limits andthe eventual closure of the bridge. Renovation and replacement costs for the structure aresimilar. Due to the heavy deterioration of the substructure, renovation is not a viable alternative.Replacement has been determined to be the most prudent alternative.
The anticipated replacement will be a single-span prestressed concrete arch on stub walls. Thereplacement will also offer a clear span of 32’, face-to-face of abutments. The roadway widthwill be 40’, face-to-face of guardrail.
The project will be undertaken entirely within the existing public right-of-way. Under therevised design, westbound traffic will be detoured to Interstate 70 during construction.
The project is located in a rural area, with surrounding land consisting of mowed right-of-way/lawn and cultivated fields/pastures. There are no buildings in proximity to the project.OHPO Online Mapping does not indicate any records in the project area.
Beaver Creek is a warmwater habitat with a drainage area of 3.3 square miles at the projectlocation. No trees or wetlands were identified within the project limits. The sediment barswithin the channel will be removed in 2013, under a county maintenance project coordinated onthe July 2012 MOA.
The project will be constructed with federal and state System Preservation funds. Environmentalclearance is scheduled for 10-11-2013. The project is currently expected to award in October2017.
CLA-US 40-26.03PID 88796
Vienna, Ohio QuadrangleScale: 1" = 2000'
CLA-US 40-26.03PID 88796
Vienna, Ohio QuadrangleScale: 1" = 200'
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Project Bridge
STATE OF OHIO
DEPARTMENT OF TRANSPORTATION
CO
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PID
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LOCATION MAP
SCALE IN MILES
0 1 2 3 4
DESIGN DESIGNATION
DESIGN YEAR ADT (2035)
DESIGN HOURLY VOLUME (2035)
DIRECTIONAL DISTRIBUTION
TRUCKS (24 HOUR B&C)
DESIGN SPEED
LEGAL SPEED
DESIGN EXCEPTIONS
OTHER ROADS
INTERSTATE & DIVIDED HIGHWAY
UNDIVIDED STATE & FEDERAL ROUTES
PORTION TO BE IMPROVED
60 MPH
60 MPH
APPROVED
APPROVED
DATE DISTRICT DEPUTY DIRECTOR
DATE DIRECTOR, DEPARTMENT OF
TRANSPORTATION
PROJECT DESCRIPTION
2013 SPECIFICATIONS
STANDARD CONSTRUCTION DRAWINGS
PROVISIONS
SPECIAL
ENGINEERS SEAL:
SIGNED:
DATE:
NHS PROJECT
1-800-929-0988
CONTACT BOTH SERVICES
CALL
(TOLL FREE)
1-800-362-2764
OHIO UTILITIES PROTECTION SERVICE
NON-MEMBERS
MUST BE CALLED DIRECTLY
CALL TWO WORKING DAYS
BEFORE YOU DIG
UNDERGROUND UTILITIES
OIL & GAS PRODUCERS PROTECTIVE
SERVICE CALL:
PLAN PREPARED BY:
60%
DESIGN FUNCTIONAL CLASSIFICATION: RURAL - MAJOR COLLECTOR
ESTIMATED CONTRACTOR EARTH DISTURBED AREA:
NOTICE OF INTENT EARTH DISTURBED AREA:
88
79
6
LATITUDE: N39°55'47" LONGITUDE: W83°34'05"
PROJECT EARTH DISTURBED AREA: 0.65 ACRES
0.78 ACRES
NO
OPENING YEAR ADT (2015) 3200
CRAWFORD, MURPHY & TILLY, INC.
8101 N. HIGH ST. SUITE 150
COLUMBUS, OH 43235
EARTH DISTURBED AREAS
DEPARTMENT OF TRANSPORTATION, INCLUDING CHANGES AND
SUPPLEMENTAL SPECIFICATIONS LISTED IN THE PROPOSAL
SHALL GOVERN THIS IMPROVEMENT.
CLARK COUNTY
4100
AND APPROACH ROADWAY RECONSTRUCTION.
DESIGN FEATURE APPROVAL DATES SHEET NUMBERS
MT-105.10
TC-41.20
TC-42.20
TC-52.10
TC-52.20
800
451
5%
IMPROVEMENT OF 0.04 MILES OF US-40 BY REPLACEMENT
THE STANDARD SPECIFICATIONS OF THE STATE OF OHIO,
DM-4.4
DM-4.3
HW-1.1 01-18-13
832 01-17-14
HARMONY TOWNSHIP
OF THE EXISTING STRUCTURE OVER BEAVER CREEK
STRUCTURE CLA-40-26.03L REPLACEMENT
CL
A-4
0-2
6.0
3
CLA-40-26.03
STA. 98+73.25
CLA 40-26.03
BEGIN PROJECT
STA. 101+01.75
CLA 40-26.03
END PROJECT
BP-3.1 07-18-14
07-19-13
07-20-12
07-18-14
07-19-13MGS-1.1
MGS-2.1
MGS-3.1
MGS-6.1
MGS-5.2
MGS-5.3
07-19-13
07-18-14
07-19-13
07-19-13
ENGINEERS SEAL:
SIGNED:
DATE:
07-19-13
MT-101.60 07-19-13
OLD
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SUPPLEMENTAL
SPECIFICATIONS
NONE REQUIRED
07-18-14TC-61.30
07-19-13 04-20-12
04-20-12
821
921
I HEREBY APPROVE THESE PLANS AND DECLARE THAT
THE MAKING OF THIS IMPROVEMENT WILL NOT REQUIRE
THE CLOSING TO TRAFFIC OF THE HIGHWAY EXCEPT
AND THAT PROVISIONS FOR THE MAINTENANCE AND
SAFETY OF TRAFFIC WILL BE AS SET FORTH ON THE
PLANS AND ESTIMATES.
MGS-3.2 01-18-13 10-18-13
10-18-13
10-18-13
E10
0(7
79)
FOR U.S. ROUTE 40 AS DESCRIBED ON SHEET $MD001$
14
1
MGS-3.2 01-18-13
NOI NOT REQ.
DBR-2-73 07-19-02
STRUCTURE FOUNDATION EXPLORATION
STRUCTURE OVER 20 FOOT SPAN
GUARDRAIL DETAILS
CHANNEL CROSS SECTIONS
CROSS SECTIONS
PLAN AND PROFILE
MAINTENANCE OF TRAFFIC
GENERAL NOTES
TYPICAL SECTIONS
TITLE SHEET
INDEX OF SHEETS:
14
13
11-12
8-10
5-7
4
3
2
1
3
9
4
10
11
6
12
18
14
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STATE DETOUR ROUTE STRUCTURE NO. CLA-40-26.03
CONTROL DEVICES" (O.M.U.T.C.D.).THE "OHIO MANUAL OF UNIFORM TRAFFICALL TRAFFIC DEVICES SHALL CONFORM TO
