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SR 58,MAIN STREET over OVER WOLF CREEK

Map

Coordinates:
+41.15554, -80.08484
41°09'20" N, 80°05'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 58,MAIN STREET over OVER WOLF CREEK
Structure number:000000000025680
Old structure number:430058077001150 (from 1992 edition)
Location:GROVE CITY BOROUGH
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:65.0 ft. [19.8 m]
Total length:132.9 ft. [40.5 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1967
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,314 [as of 2016]
Truck traffic:14% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:67.9 tons [61.7 metric tons]
Sufficiency rating:81.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$387,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201681.9FairSatisfactoryFairFair-9314
September 201481.7FairSatisfactoryFairFair-9533
September 201281.3FairSatisfactoryFairFair-10270
September 201081.2FairSatisfactoryFairFair-10520
September 200879.2FairSatisfactoryFairFair-10520
September 200678.7FairSatisfactoryFairFair-11424
September 200475.5PoorPoorFairFairSD11311
September 200275.7PoorPoorFairFairSD10985
November 200075.7PoorPoorFairFairSD10876
December 199874.7PoorPoorFairFairSD10876
November 199679.4PoorPoorSatisfactoryFairSD7957
October 199478.9FairFairFairFair-7626
September 199279.8PoorPoorFairFairSD7491
August 199096.2FairSatisfactorySatisfactorySatisfactory-3922

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.7847664140
Deck
Reinforced Concrete Decksq. ft.6,0475,68436300
Wearing Surfacessq. ft.4,3864,386000
Substructure
Reinforced Concrete Pier Walllinear ft.49720220
Reinforced Concrete Abutmentlinear ft.10497340
Bearings
Elastomeric Bearingeach2424000
Bridge Rail
Other Material Bridge Raillinear ft.265265000