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PARKWAY EAST over SECOND AVE.

Map

Coordinates:
+40.43497, -79.98255
40°26'06" N, 79°58'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PARKWAY EAST over SECOND AVE.
Structure number:000000000001137
Old structure number:020376001400000 (from 1992 edition)
Location:EB OVER SECOND AVENUE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:120.1 ft. [36.6 m]
Total length:763.2 ft. [232.6 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Vertical clearance above deck:18.0 ft. [5.5 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1953
Year reconstructed:1984
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:3
Main spans material:Steel [3]
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: July 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,617 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Fair [5 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]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:67.9 tons [61.7 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Sufficiency rating:62.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201562.4FairFairFairFair-12617
July 201359.9FairFairFairSatisfactoryFO13305
July 201160.9FairSatisfactoryFairSatisfactoryFO13570
July 200970.8FairGoodSatisfactorySatisfactoryFO19992
July 200769.2FairGoodSatisfactorySatisfactoryFO25199
July 200562.7FairGoodSatisfactorySatisfactoryFO38404
July 200363.4FairGoodSatisfactorySatisfactoryFO36129
July 200164.0FairGoodSatisfactorySatisfactoryFO34386
July 199962.0FairGoodSatisfactorySatisfactoryFO61597
July 199764.0FairGoodSatisfactorySatisfactoryFO59031
August 199564.0FairVery GoodSatisfactorySatisfactoryFO56188
August 199358.9FairVery GoodSatisfactorySatisfactoryFO54818

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.6,0645,58847600
Steel Protective Coatingsq. ft.75,27275,272000
Deck
Reinforced Concrete Decksq. ft.35,720035,72000
Superstructure
Steel Floor Beamlinear ft.42314128200
Steel Protective Coatingsq. ft.75,27275,272000
Steel Pin or Pin & Hangar Assemblyeach2402400
Steel Protective Coatingsq. ft.32,25932,259000
Substructure
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.9693300
Joints
Other Jointlinear ft.4234131000
Bearings
Movable Bearingeach2016400
Steel Protective Coatingsq. ft.43,01343,013000
Fixed Bearingeach1414000
Steel Protective Coatingsq. ft.75,27275,272000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,5201,520000