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RAMP W RD over 1021 RP.B & SCOTLAND AVE

Map

Coordinates:
+40.45000, -80.00833
40°27'00" N, 80°00'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RAMP W RD over 1021 RP.B & SCOTLAND AVE
Structure number:000000000002924
Old structure number:028107001001580 (from 1992 edition)
Location:NEAR HEINZ FIELD
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:109.9 ft. [33.5 m]
Total length:1168.0 ft. [356.0 m]
Roadway width between curbs:30.8 ft. [9.4 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1986
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 continuous [4]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,894 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 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]
Sufficiency rating:78.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$329,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairSatisfactorySatisfactoryFair1389478.3
June 2014FairGoodSatisfactorySatisfactory1175691.5
June 2012FairGoodSatisfactorySatisfactory887691.7
June 2010FairGoodSatisfactorySatisfactory15392.1
June 2008FairGoodSatisfactorySatisfactory15392.1
June 2006FairGoodSatisfactorySatisfactory15092.1
June 2004FairSatisfactorySatisfactoryFair14779.9
June 2002FairSatisfactorySatisfactoryFair14380.9
June 2000FairSatisfactorySatisfactorySatisfactory14091.9
May 1998FairSatisfactoryGoodSatisfactory13591.9
June 1996FairSatisfactoryGoodSatisfactory13396.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Closed Web/Box Girderlinear ft.292292000
Steel Protective Coatingsq. ft.32,25932,259000
Prestressed Concrete Girder/Beamlinear ft.3,7533,748500
Deck
Reinforced Concrete Decksq. ft.40,376040,37600
Superstructure
Steel Floor Beamlinear ft.4545000
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Reinforced Concrete Columneach11000
Reinforced Concrete Pier Walllinear ft.121121000
Reinforced Concrete Abutmentlinear ft.3228040
Reinforced Concrete Pier Caplinear ft.2802532700
Joints
Strip Seal Jointlinear ft.3503005
Pourable Jointlinear ft.7166500
Compression Jointlinear ft.1851503500
Bearings
Elastomeric Bearingeach7878000
Movable Bearingeach22000
Steel Protective Coatingsq. ft.10,75310,753000
Pot Bearingeach44000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,2472,247000