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WEST CHESTER BYPAS over HIGH STREET

Map

Coordinates:
+39.94027, -75.59073
39°56'25" N, 75°35'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEST CHESTER BYPAS over HIGH STREET
Structure number:000000000010089
Old structure number:150202008000000 (from 1992 edition)
Location:SOUTH WEST CHESTER 41C01
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:87.9 ft. [26.8 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:53.5 ft. [16.3 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:37°
Owner:State Highway Agency [01]
Year built:1953
Year reconstructed:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:45,855 [as of 2018]
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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:65.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$879,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactoryFairGood4585565.0
October 2016FairSatisfactoryFairGood6741565.0
October 2014FairSatisfactoryFairGood4368365.0
October 2012FairSatisfactorySatisfactoryGood2196581.8
October 2010PoorSatisfactoryPoorGood2241949.4
October 2008PoorSatisfactoryPoorFair2241949.4
October 2006FairSatisfactoryFairFair4914163.0
November 2004FairSatisfactoryFairFair4468951.0
November 2002FairSatisfactoryFairFair4403251.0
November 2000FairGoodFairSatisfactory4303452.0
March 1998FairGoodFairSatisfactory4235651.0
March 1996FairSatisfactoryFairSatisfactory4542068.0
May 1994PoorFairPoorSatisfactory4172152.0
June 1992FairFairSatisfactorySatisfactory4092380.0
July 1990FairGoodFairSatisfactory4055969.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.8548302220
Steel Protective Coatingsq. ft.10,3348,8001,53400
Deck
Reinforced Concrete Decksq. ft.5,1234,52659700
Wearing Surfacessq. ft.4,4864,0382262220
Substructure
Reinforced Concrete Abutmentlinear ft.1751551190
Joints
Assembly without Seal Jointlinear ft.120120000
Bearings
Movable Bearingeach104330
Steel Protective Coatingsq. ft.53213200
Fixed Bearingeach1010000
Steel Protective Coatingsq. ft.5353000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.184184000
Steel Protective Coatingsq. ft.460460000
Reinforced Concrete Bridge Raillinear ft.184183100