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SR 0435 TR 435 over LACKA CO RR AUTHORITY

Map

Coordinates:
+41.37280, -75.54360
41°22'22" N, 75°32'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 0435 TR 435 over LACKA CO RR AUTHORITY
Structure number:000000000020610
Old structure number:350435022003400 (from 1992 edition)
Location:ELMHURST TWP .3M N SR2010
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Collector (Urban) [17]
Length of largest span:94.2 ft. [28.7 m]
Total length:327.1 ft. [99.7 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:48°
Owner:Railroad [27]
Year built:1948
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:5
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:5,113 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 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]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
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:31.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,378,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016PoorSatisfactoryFairPoor511331.3
June 2014PoorSatisfactoryFairPoor514531.0
June 2012FairSatisfactoryFairFair603847.3
June 2010FairSatisfactoryFairFair588749.9
July 2008FairSatisfactoryFairFair588749.9
June 2006FairSatisfactoryFairFair586849.9
July 2004FairSatisfactoryFairFair623546.6
July 2002FairSatisfactoryFairFair617352.0
August 2000FairSatisfactoryFairFair672851.9
October 1998FairSatisfactoryFairFair672851.9
February 1997FairSatisfactoryFairFair546052.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.187018700
Steel Protective Coatingsq. ft.10,75310,753000
Reinforced Concrete Girder/Beamlinear ft.1,5431,5241180
Steel Stringerlinear ft.468468000
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.11,17810,50767100
Wearing Surfacessq. ft.8,5128,08642600
Superstructure
Steel Floor Beamlinear ft.339339000
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Reinforced Concrete Columneach145270
Reinforced Concrete Abutmentlinear ft.138132600
Reinforced Concrete Pier Caplinear ft.2191594560
Joints
Assembly without Seal Jointlinear ft.10198300
Other Jointlinear ft.152150200
Bearings
Movable Bearingeach4704700
Steel Protective Coatingsq. ft.64,51964,519000
Fixed Bearingeach3703700
Steel Protective Coatingsq. ft.64,51964,519000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1951554000
Steel Protective Coatingsq. ft.10,75310,753000
Reinforced Concrete Bridge Raillinear ft.460455500