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ROOSEVELT BLVD.SB over SCHUYLKILL RIVER & ROADS

Map

Coordinates:
+40.01047, -75.20799
40°00'38" N, 75°12'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROOSEVELT BLVD.SB over SCHUYLKILL RIVER & ROADS
Structure number:000000000038314
Old structure number:670001009100000 (from 1992 edition)
Location:1MI.S.CITY LINE 3479K09
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:199.2 ft. [60.7 m]
Total length:1990.3 ft. [606.6 m]
Roadway width between curbs:41.0 ft. [12.5 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1960
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:9
Main spans material:Steel continuous [4]
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: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:50,142 [as of 2017]
Truck traffic:5% 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: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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:64.4
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$1,835,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairGoodFairSatisfactory5014264.4
February 2015FairGoodFairSatisfactory5093866.3
February 2013FairGoodFairSatisfactory5093867.4
February 2011FairGoodFairGood4941167.5
June 2010FairSatisfactoryFairFair4954067.5
March 2008FairSatisfactoryFairFair5528668.1
April 2006FairSatisfactoryFairFair7193261.6
March 2004FairSatisfactoryFairFair7193258.9
March 2002FairSatisfactoryFairFair5485662.3
September 1999FairSatisfactoryFairFair5361562.5
October 1997FairSatisfactorySatisfactoryFair5016765.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.10,9187,2333,68500
Steel Protective Coatingsq. ft.129,038129,038000
Steel Stringerlinear ft.7070000
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.82,69982,699000
Wearing Surfacessq. ft.75,70475,704000
Superstructure
Steel Floor Beamlinear ft.3030000
Steel Protective Coatingsq. ft.10,75310,753000
Steel Pin or Pin & Hangar Assemblyeach4800480
Steel Protective Coatingsq. ft.53,76653,766000
Substructure
Reinforced Concrete Columneach2018200
Reinforced Concrete Pier Walllinear ft.7675100
Reinforced Concrete Abutmentlinear ft.9283900
Reinforced Concrete Pile Cap/Footinglinear ft.77000
Reinforced Concrete Pier Caplinear ft.458453500
Joints
Strip Seal Jointlinear ft.283283000
Compression Jointlinear ft.7070000
Other Jointlinear ft.1800146034
Bearings
Movable Bearingeach3933600
Steel Protective Coatingsq. ft.86,02586,025000
Fixed Bearingeach39291000
Steel Protective Coatingsq. ft.86,02586,025000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3,9963,996000