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SR 62,SHNGO.VLY.EX over OVER RIVERSIDE DR/RIVER

Map

Coordinates:
+41.22534, -80.51191
41°13'31" N, 80°30'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 62,SHNGO.VLY.EX over OVER RIVERSIDE DR/RIVER
Structure number:000000000025699
Old structure number:430062003000000 (from 1992 edition)
Location:CITY OF SHARON
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:104.0 ft. [31.7 m]
Total length:384.9 ft. [117.3 m]
Roadway width between curbs:59.1 ft. [18.0 m]
Deck width edge-to-edge:65.0 ft. [19.8 m]
Vertical clearance below bridge:12.1 ft. [3.7 m]
Skew angle:50°
Owner:State Highway Agency [01]
Year built:1956
Year reconstructed:2010
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,912 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 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]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:78.9 tons [71.7 metric tons]
Inventory rating:60.8 tons [55.3 metric tons]
Sufficiency rating:79.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$6,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201579.2FairVery GoodFairGood-12912
June 201379.2FairVery GoodFairGood-12912
June 201181.6FairVery GoodFairGood-4711
January 201164.9FairVery GoodFairGood-8215
June 200963.9FairFairFairFairFO8215
June 200760.7FairFairFairFairFO16505
June 200558.5PoorPoorFairFairSD16229
June 200360.5FairFairFairFairFO17000
July 200157.3FairFairFairFairFO25338
June 199957.5FairFairFairFairFO24841
July 199756.8FairFairFairFairFO23924
July 199558.3FairFairFairFairFO20848
July 199357.6FairFairFairFairFO20100
July 199259.7FairFairFairFairFO20100
July 199159.9FairFairFairFairFO19706

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.3,7809812,4943050
Steel Protective Coatingsq. ft.43,01343,013000
Deck
Reinforced Concrete Decksq. ft.23,48623,486000
Substructure
Reinforced Concrete Pier Walllinear ft.285285000
Reinforced Concrete Abutmentlinear ft.206206000
Joints
Strip Seal Jointlinear ft.206206000
Bearings
Elastomeric Bearingeach5050000
Bridge Rail
Other Material Bridge Raillinear ft.770770000