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SR 4028(LR06046SP) over SCHUYLKILL RIVER

Map

Coordinates:
+40.55385, -75.99022
40°33'14" N, 75°59'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 4028(LR06046SP) over SCHUYLKILL RIVER
Structure number:000000000005275
Old structure number:064028010019250 (from 1992 edition)
Location:WEST STATE STREET
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:86.0 ft. [26.2 m]
Total length:392.1 ft. [119.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Skew angle:48°
Owner:State Highway Agency [01]
Year built:1927
Year reconstructed:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
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 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,372 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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 assessed or calculated scour condition. [5]
Sufficiency rating:81.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,916,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairGoodSatisfactorySatisfactory837281.5
November 2016FairGoodGoodSatisfactory837281.5
November 2014FairGoodGoodSatisfactory909581.4
November 2012GoodGoodGoodGood910181.4
November 2010GoodVery GoodVery GoodVery Good1211876.8
December 2008PoorPoorSeriousPoor1195526.5
October 2007PoorPoorSeriousSerious1188526.5
October 2006PoorPoorSeriousSerious800929.0
October 2005PoorPoorSeriousSerious789129.0
October 2004PoorPoorSeriousSerious775129.1
October 2003PoorPoorSeriousSerious765929.2
October 2002PoorPoorSeriousSerious765929.2
October 2001PoorPoorSeriousSerious1063727.3
October 2000PoorPoorSeriousSerious1053227.4
October 1999PoorPoorSeriousSerious1030527.5
October 1998PoorPoorSeriousSerious1005427.7
October 1997PoorPoorPoorPoor981847.7
October 1996PoorFairPoor-958850.0
October 1995PoorFairPoorPoor935449.9
October 1994PoorFairPoorPoor915349.9
October 1993PoorFairPoorFair895650.0
October 1992PoorFairPoorFair895650.0
September 1991PoorFairPoorFair862347.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Reinforced Concrete Decksq. ft.13,30210,9602,34200
Wearing Surfacessq. ft.11,69610,4461,25000
Concrete Protective Coatingsq. ft.11,69611,696000
Superstructure
Reinforced Concrete Archlinear ft.760075730
Concrete Protective Coatingsq. ft.11,02010,50005200
Reinforced Concrete Floor Beamlinear ft.8247075040
Concrete Protective Coatingsq. ft.4,5344,534000
Substructure
Reinforced Concrete Columneach61500
Concrete Protective Coatingsq. ft.1,1761,176000
Reinforced Concrete Pier Walllinear ft.141014100
Concrete Protective Coatingsq. ft.2,8202,58500235
Reinforced Concrete Abutmentlinear ft.1841383790
Concrete Protective Coatingsq. ft.3,5083,508000
Joints
Compression Jointlinear ft.3873672000
Other Jointlinear ft.4343000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.828082800
Concrete Protective Coatingsq. ft.4,9364,936000