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ROOSEVELT BLVD NB over SCHUYLKILL, ROADS & RR

Map

Coordinates:
+40.01022, -75.20750
40°00'37" N, 75°12'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROOSEVELT BLVD NB over SCHUYLKILL, ROADS & RR
Structure number:000000000038311
Old structure number:670001009000000 (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:201.1 ft. [61.3 m]
Total length:1925.9 ft. [587.0 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:Epoxy Overlay [5]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:53,854 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:62.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$8,168,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactoryFairGood5385462.0
March 2015FairGoodFairGood5471063.9
March 2013FairGoodFairGood5471063.9
March 2011FairGoodFairGood5076864.2
June 2010FairSatisfactoryFairFair5090064.2
July 2008FairSatisfactoryFairFair5464563.9
February 2008FairSatisfactoryFairFair7101160.7
July 2006FairSatisfactoryFairFair7030860.7
July 2004FairSatisfactoryFairFair7030860.2
June 2002FairSatisfactoryFairFair5407160.4
September 1999FairSatisfactoryFairFair5284861.6
October 1997FairSatisfactoryFairSatisfactory4945164.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.10,7279,1431,570140
Steel Protective Coatingsq. ft.118,285118,285000
Steel Stringerlinear ft.74443000
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.81,26680,81944700
Superstructure
Steel Floor Beamlinear ft.2525000
Steel Protective Coatingsq. ft.10,75310,753000
Steel Pin or Pin & Hangar Assemblyeach4804800
Steel Protective Coatingsq. ft.53,76653,766000
Substructure
Reinforced Concrete Columneach1818000
Reinforced Concrete Pier Walllinear ft.204204000
Reinforced Concrete Abutmentlinear ft.8683120
Reinforced Concrete Pile Cap/Footinglinear ft.77000
Reinforced Concrete Pier Caplinear ft.434434000
Joints
Strip Seal Jointlinear ft.3006024000
Other Jointlinear ft.180180000
Bearings
Movable Bearingeach3627900
Steel Protective Coatingsq. ft.75,27275,272000
Fixed Bearingeach36261000
Steel Protective Coatingsq. ft.75,27275,272000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3,8523,852000