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EIGHTH AV over RPS. C&D,RP.CARSON,LOCAL

Map

Coordinates:
+40.40517, -79.88534
40°24'19" N, 79°53'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EIGHTH AV over RPS. C&D,RP.CARSON,LOCAL
Structure number:000000000001286
Old structure number:020837043100000 (from 1992 edition)
Location:SB W.HOMESTEAD-PGH. LINE
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:85.0 ft. [25.9 m]
Total length:818.9 ft. [249.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:2017
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:12
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: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,461 [as of 2017]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:73.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,747,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodVery GoodVery GoodVery Good846173.9
July 2016PoorPoorFairPoor855740.2
July 2014PoorPoorFairPoor838337.8
July 2012PoorPoorFairPoor865137.5
July 2011PoorPoorFairPoor865137.5
July 2010PoorPoorFairPoor999136.2
July 2009PoorPoorFairPoor999136.2
July 2008PoorPoorFairPoor999136.2
July 2007PoorPoorFairPoor984836.3
July 2005PoorPoorFairPoor969241.4
July 2003PoorSeriousFairPoor876839.8
July 2001PoorSeriousFairPoor846140.1
September 1999PoorPoorFairPoor846142.6
August 1997PoorPoorFairPoor812440.4
August 1995FairFairFairFair1345052.5
August 1993PoorPoorFairFair1345053.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,0474,047000
Steel Protective Coatingsq. ft.129,038129,038000
Deck
Reinforced Concrete Decksq. ft.24,77624,776000
Wearing Surfacessq. ft.22,53322,533000
Superstructure
Steel Floor Beamlinear ft.2929000
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Reinforced Concrete Columneach1111000
Reinforced Concrete Abutmentlinear ft.9999000
Steel Pier Caplinear ft.3025050
Steel Protective Coatingsq. ft.10,75310,753000
Reinforced Concrete Pier Caplinear ft.2622320300
Joints
Compression Jointlinear ft.6767000
Assembly without Seal Jointlinear ft.407407000
Bearings
Movable Bearingeach6055500
Steel Protective Coatingsq. ft.129,038129,038000
Fixed Bearingeach5555000
Steel Protective Coatingsq. ft.118,285118,285000
Bridge Rail
Other Material Bridge Raillinear ft.803803000