RAMP A over SR 0051, RAMP C


+40.43100, -80.02814
40°25'52" N, 80°01'41" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP A over SR 0051, RAMP C
Structure number:000000000002807
Old structure number:028037025000530 (from 1992 edition)
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:87.9 ft. [26.8 m]
Total length:379.9 ft. [115.8 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Vertical clearance below bridge:13.8 ft. [4.2 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1953
Year reconstructed:2015
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,786 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:50.9 tons [46.3 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:76.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201576.4FairGoodSatisfactoryGood-14786
October 201376.4FairGoodSatisfactorySatisfactoryFO14786
October 201182.9FairGoodSatisfactorySatisfactoryFO9415
October 200981.2FairGoodSatisfactorySatisfactoryFO13482
October 200881.2FairGoodSatisfactorySatisfactoryFO13482
October 200749.7PoorFairPoorPoorSD13482

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.7167061000
Steel Protective Coatingsq. ft.53,76653,766000
Steel Stringerlinear ft.1,7901,790000
Steel Protective Coatingsq. ft.53,76653,766000
Reinforced Concrete Decksq. ft.13,21113,211000
Wearing Surfacessq. ft.11,37011,370000
Concrete Protective Coatingsq. ft.11,37011,370000
Steel Floor Beamlinear ft.726726000
Steel Protective Coatingsq. ft.53,76653,766000
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.9696000
Pourable Jointlinear ft.115115000
Compression Jointlinear ft.4848000
Movable Bearingeach1010000
Steel Protective Coatingsq. ft.53,76653,766000
Fixed Bearingeach1010000
Steel Protective Coatingsq. ft.53,76653,766000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.758758000