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WESTINGHOUSE BR over LR1074,TURTLE CR,N&S RR

Map

Coordinates:
+40.39442, -79.83862
40°23'40" N, 79°50'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WESTINGHOUSE BR over LR1074,TURTLE CR,N&S RR
Structure number:000000000000674
Old structure number:020030026000000 (from 1992 edition)
Location:WESTINGHOUSE BRIDGE
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:460.0 ft. [140.2 m]
Total length:1524.0 ft. [464.5 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Vertical clearance below bridge:49.2 ft. [15.0 m]
Owner:State Highway Agency [01]
Year built:1931
Year reconstructed:1983
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,352 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:52.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,845,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairSatisfactoryFairSatisfactory2035252.3
November 2014FairGoodFairSatisfactory2058355.2
November 2012FairGoodFairSatisfactory874259.9
November 2010FairGoodSatisfactorySatisfactory874272.5
November 2008PoorGoodPoorSatisfactory1022943.4
December 2006FairGoodSatisfactorySatisfactory2276669.0
December 2004FairGoodSatisfactorySatisfactory2254168.9
December 2002FairGoodSatisfactorySatisfactory2302468.7
January 2001FairGoodSatisfactorySatisfactory2261668.9
November 1998FairGoodSatisfactorySatisfactory2221669.0
January 1997FairGoodSatisfactorySatisfactory2328368.6
December 1994FairGoodGoodSatisfactory2278870.0
December 1992FairGoodGoodSatisfactory1963270.9
August 1990FairGoodSatisfactorySatisfactory1924771.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Stringerlinear ft.12,1916,4455,74600
Steel Protective Coatingsq. ft.53,76653,766000
Reinforced Concrete Stringerlinear ft.3,0483,0285150
Deck
Reinforced Concrete Decksq. ft.75,903075,90300
Superstructure
Reinforced Concrete Archlinear ft.3,0482,827321890
Reinforced Concrete Floor Beamlinear ft.4,8004,69716870
Substructure
Reinforced Concrete Pier Walllinear ft.25616163320
Reinforced Concrete Abutmentlinear ft.128121250
Joints
Strip Seal Jointlinear ft.598598000
Bearings
Movable Bearingeach80238049
Steel Protective Coatingsq. ft.53,76653,766000
Fixed Bearingeach616613300
Steel Protective Coatingsq. ft.53,76653,766000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3,0483,048000