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SR 2077(147 SP) over SCHUYLKILL RIVER

Map

Coordinates:
+40.24919, -75.72561
40°14'57" N, 75°43'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 2077(147 SP) over SCHUYLKILL RIVER
Structure number:000000000005132
Old structure number:062077001000550 (from 1992 edition)
Location:DOUGLASSVILLE BRIDGE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:108.9 ft. [33.2 m]
Total length:613.9 ft. [187.1 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Owner:State Highway Agency [01]
Year built:1951
Year reconstructed:2014
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:6
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:4,287 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry 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:Better than present minimum criteria [7]
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:95.9
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$1,080,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairVery GoodVery GoodSatisfactory428795.9
January 2015FairExcellentExcellentSatisfactory456995.8
July 2014PoorPoorFairFair457372.7
July 2012PoorPoorFairFair457653.9
July 2010PoorPoorFairFair449154.8
August 2008PoorPoorFairFair443154.8
May 2006FairFairFairFair698352.8
May 2004PoorPoorFairSatisfactory675850.5
May 2002FairFairFairSatisfactory479354.4
May 2000FairSatisfactoryFairSatisfactory456255.7
March 1999FairSatisfactoryFairSatisfactory447355.7
March 1997FairSatisfactoryFairSatisfactory514445.6
March 1995FairSatisfactoryFairSatisfactory487747.2
April 1993FairSatisfactorySatisfactorySatisfactory476355.4
July 1991FairSatisfactoryGoodSatisfactory446155.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,28403,79938996
Steel Protective Coatingsq. ft.64,51964,519000
Substructure
Reinforced Concrete Pier Walllinear ft.1801275030
Reinforced Concrete Abutmentlinear ft.83572330
Deck
Concrete Filled Grid Decksq. ft.21,728021,72800
Wearing Surfacessq. ft.15,912015,91200
Joints
Assembly without Seal Jointlinear ft.5205200
Bearings
Movable Bearingeach4204200
Steel Protective Coatingsq. ft.53,76653,766000
Fixed Bearingeach72500
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,22064757300
Steel Protective Coatingsq. ft.64,51964,519000