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PENN LINCOLN PY over LR 763-RAMP G

Map

Coordinates:
+40.43626, -79.86581
40°26'11" N, 79°51'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PENN LINCOLN PY over LR 763-RAMP G
Structure number:000000000001185
Old structure number:020376008015180 (from 1992 edition)
Location:OVER RAMP G,WILKINSBURG
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:77.1 ft. [23.5 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:83.7 ft. [25.5 m]
Deck width edge-to-edge:85.6 ft. [26.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:58°
Owner:State Highway Agency [01]
Year built:1950
Year reconstructed:1971
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: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:74,421 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
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:78.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$363,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairGoodFairSatisfactory7442178.0
August 2015FairGoodFairSatisfactory7768878.0
August 2013FairGoodFairSatisfactory7768878.0
August 2011FairVery GoodSatisfactorySatisfactory4351689.0
August 2009GoodVery GoodGoodGood4759889.0
August 2007FairFairFairFair8991777.0
August 2005FairFairFairFair8220776.0
August 2003FairFairFairFair8041177.0
August 2001FairFairSatisfactorySatisfactory7455588.0
August 1999FairFairSatisfactorySatisfactory10182088.0
August 1997FairFairSatisfactorySatisfactory9757890.0
August 1995FairSatisfactorySatisfactorySatisfactory9287889.0
August 1993FairSatisfactorySatisfactorySatisfactory8883689.0
August 1991FairSatisfactorySatisfactorySatisfactory8458889.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1481308010
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.5,5383,48902,0490
Superstructure
Steel Floor Beamlinear ft.1,0009851500
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Reinforced Concrete Abutmentlinear ft.2142041000
Joints
Other Jointlinear ft.268268000
Bearings
Movable Bearingeach4039001
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach3131000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1561461000