Share:

GIRARD AVENUE over SCHUYL. RIVER & KELLY DR

Map

Coordinates:
+39.97531, -75.19291
39°58'31" N, 75°11'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GIRARD AVENUE over SCHUYL. RIVER & KELLY DR
Structure number:000000000038389
Old structure number:670013009002520 (from 1992 edition)
Location:FAIRMOUNT PARK 3589K04
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:196.9 ft. [60.0 m]
Total length:734.9 ft. [224.0 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:101.1 ft. [30.8 m]
Vertical clearance below bridge:3277.7 ft. [999.0 m]
Owner:State Highway Agency [01]
Year built:1972
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:3
Main spans material:Steel [3]
Main spans design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:35,519 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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:Superior to present desirable criteria [9]
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]
Pier/abutment protection:In place but re-evaluation of design suggested [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:73.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairFairFairFair3551973.3
May 2014FairFairFairFair2988976.8
May 2012FairFairSatisfactoryFair1472381.0
May 2010FairFairSatisfactoryFair1476181.0
May 2008FairFairSatisfactorySatisfactory1568192.3
May 2006FairFairSatisfactorySatisfactory3168784.1
2004Fair--Fair3551973.0
April 2004FairFairSatisfactorySatisfactory3624983.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.7,18007,18000
Steel Protective Coatingsq. ft.43,01343,013000
Steel Stringerlinear ft.10,05209,995570
Steel Protective Coatingsq. ft.43,01343,013000
Deck
Reinforced Concrete Decksq. ft.53,65450,9712,68300
Wearing Surfacessq. ft.50,74648,2092,53700
Superstructure
Steel Floor Beamlinear ft.3,1961,4951,671246
Steel Protective Coatingsq. ft.43,01343,013000
Substructure
Steel Columneach2002000
Steel Protective Coatingsq. ft.21,50621,506000
Masonry Pier Walllinear ft.46433812600
Masonry Abutmentlinear ft.2081891540
Reinforced Concrete Pile Cap/Footinglinear ft.77000
Joints
Compression Jointlinear ft.7007000
Assembly without Seal Jointlinear ft.163163000
Other Jointlinear ft.7070000
Bearings
Movable Bearingeach40103000
Steel Protective Coatingsq. ft.43,01343,013000
Fixed Bearingeach50104000
Steel Protective Coatingsq. ft.32,25932,259000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,4541,176200780
Steel Protective Coatingsq. ft.43,01343,013000