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SR 4025(LR 06174) over SCHUYLKILL RIVER

Map

Coordinates:
+40.49561, -75.97140
40°29'44" N, 75°58'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 4025(LR 06174) over SCHUYLKILL RIVER
Structure number:000000000005266
Old structure number:064025004024660 (from 1992 edition)
Location:SHOEMAKERSVILLE-MILLER ST
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:61.0 ft. [18.6 m]
Total length:253.0 ft. [77.1 m]
Roadway width between curbs:22.3 ft. [6.8 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:State Highway Agency [01]
Year built:1940
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:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Poor
Status:Bridge closed to all traffic [K]
Average daily traffic:1,270 [as of 2018]
Truck traffic:6% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry 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 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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:47.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$540,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018PoorPoorFairPoor127047.5
August 2016PoorPoorFairPoor126947.5
August 2014PoorPoorFairPoor122847.5
August 2012PoorPoorFairPoor122947.5
August 2010PoorPoorSatisfactoryPoor196848.1
September 2008PoorPoorSatisfactoryPoor194248.2
September 2006PoorPoorSatisfactoryFair191161.9
May 2004PoorPoorSatisfactorySatisfactory132073.4
May 2002PoorPoorGoodSatisfactory127273.4
May 2000PoorPoorGoodSatisfactory127473.4
September 1999PoorPoorGoodSatisfactory124773.4
October 1997PoorPoorGoodFair118862.3
October 1995PoorPoorGoodFair113260.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,4641,464000
Steel Protective Coatingsq. ft.43,01243,012000
Deck
Reinforced Concrete Decksq. ft.6,0523,5083042,2400
Wearing Surfacessq. ft.5,0744,9987600
Substructure
Masonry Pier Walllinear ft.75156000
Reinforced Concrete Abutmentlinear ft.6200620
Masonry Abutmentlinear ft.6100610
Bearings
Movable Bearingeach1841400
Steel Protective Coatingsq. ft.9090000
Enclosed/Concealed Bearingeach2424000
Fixed Bearingeach60600
Steel Protective Coatingsq. ft.3030000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.488117295760