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SR 0065 NB over ALLEGHENY AVE, RP.B SB

Map

Coordinates:
+40.44899, -80.01811
40°26'56" N, 80°01'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 0065 NB over ALLEGHENY AVE, RP.B SB
Structure number:000000000000806
Old structure number:020065000400000 (from 1992 edition)
Location:N.B. OVER ALLEGHENY AVE.
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:128.0 ft. [39.0 m]
Total length:132.9 ft. [40.5 m]
Roadway width between curbs:82.0 ft. [25.0 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,939 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Inventory rating:67.9 tons [61.7 metric tons]
Sufficiency rating:79.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$449,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201679.1FairFairSatisfactoryFairFO16939
May 201481.0FairFairSatisfactoryFairFO17323
May 201279.0FairSatisfactorySatisfactoryFairFO17879
May 201078.9FairSatisfactorySatisfactoryFairFO18072
May 200878.4FairSatisfactorySatisfactoryFairFO21125
May 200678.3FairSatisfactorySatisfactoryFairFO21926
May 200478.3FairSatisfactorySatisfactoryFairFO21709
May 200281.3FairSatisfactorySatisfactoryFairFO21409
May 200081.4FairSatisfactorySatisfactoryFairFO21030
May 199881.5FairSatisfactorySatisfactoryFairFO20658
May 199681.9FairSatisfactorySatisfactoryFairFO18225
January 199664.8PoorSatisfactoryFairPoorSD17780
January 199464.9PoorSatisfactoryFairPoorSD17500
January 199262.7PoorSatisfactoryFairPoorSD26499

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,02492110300
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.7,2826,91836400
Wearing Surfacessq. ft.6,9166,57034600
Substructure
Reinforced Concrete Abutmentlinear ft.1191091000
Joints
Assembly without Seal Jointlinear ft.5700057
Bearings
Movable Bearingeach80800
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach80800
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.133133000