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US 62 over SCIOTO BIG RUN

Map

Coordinates:
+39.91556, -83.06528
39°54'56" N, 83°03'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 62 over SCIOTO BIG RUN
Structure number:2503077
Location:1 MI N OF SR 270
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:49.9 ft. [15.2 m]
Total length:53.2 ft. [16.2 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Owner:State Highway Agency [01]
Year built:1931
Year reconstructed:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,723 [as of 2015]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:34.5 tons [31.4 metric tons]
Sufficiency rating:97.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201697.9FairGoodGoodSatisfactory-18723
June 201598.1FairGoodGoodSatisfactory-17150
June 201498.1FairGoodGoodSatisfactory-17150
April 201398.1FairGoodGoodSatisfactory-17150
May 201296.1FairGoodGoodSatisfactory-17150
June 201196.1FairGoodGoodSatisfactory-17150
July 201095.9FairGoodGoodSatisfactory-18400
August 200996.0FairGoodGoodSatisfactory-18400
March 200896.0FairSatisfactorySatisfactorySatisfactory-18400
August 200796.0FairSatisfactorySatisfactorySatisfactory-18400
June 200696.0FairSatisfactorySatisfactorySatisfactory-18100
October 200596.0FairGoodGoodSatisfactory-18100
August 200496.0GoodGoodGoodGood-18100
June 200396.0GoodGoodGoodGood-18100
June 200296.1GoodGoodGoodGood-17200
May 200098.1GoodVery GoodVery GoodGood-17200
June 199998.1FairVery GoodVery GoodSatisfactory-17200
May 199898.1GoodVery GoodVery GoodGood-17200
June 199798.1GoodVery GoodVery GoodGood-17200
April 199698.3GoodVery GoodVery GoodGood-15170
June 199598.6FairGoodVery GoodSatisfactory-15170
June 199498.6FairGoodVery GoodSatisfactory-15170
April 199398.6FairGoodVery GoodSatisfactory-15170
April 199298.6FairGoodVery GoodSatisfactory-15170
April 199198.6FairGoodVery GoodSatisfactory-15170

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Wearing Surfacessq. ft.2,7561,7561,00000
Deck
Prestressed Concrete Top Flangesq. ft.2,7562,7362000
Substructure
Reinforced Concrete Abutmentlinear ft.104446000
Joints
Pourable Jointlinear ft.104644000
Bearings
Elastomeric Bearingeach5252000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.106106000