RTE 907C over Pkwy to Shore Rd EB, 2ND


+40.64151, -74.02110
40°38'29" N, 74°01'16" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907C over Pkwy to Shore Rd EB, 2ND
Structure number:000000002231239
Location:1.5 MI NE 86 ST+SHORE PKY
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:151.9 ft. [46.3 m]
Total length:2827.2 ft. [861.7 m]
Roadway width between curbs:49.5 ft. [15.1 m]
Deck width edge-to-edge:68.9 ft. [21.0 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:39
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:48,686 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:76.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$198,723,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairFairSatisfactoryGood4868676.0
May 2014FairFairSatisfactoryGood4868658.9
May 2012FairFairSatisfactoryGood4870074.2
April 2010FairFairSatisfactoryGood5740674.2
October 2008FairFairSatisfactoryGood4868674.2
April 2006FairFairSatisfactoryGood5740674.2
April 2004FairFairSatisfactoryGood5032775.2
October 2002FairFairSatisfactoryGood5742475.0
August 2000FairFairSatisfactoryGood5742471.0
October 1998FairFairSatisfactoryGood5679370.1
August 1996PoorPoorPoorPoor5080246.0
June 1994PoorPoorPoorPoor4642542.9
November 1992PoorPoorPoorPoor12500042.9
November 1990PoorPoorPoorPoor12500041.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.7,97904,1353,81430
Steel Protective Coatingsq. ft.43,010024,21218,7980
Steel Stringerlinear ft.7,28304,5742,69019
Reinforced Concrete Decksq. ft.180,2680100,90979,3590
Steel Floor Beamlinear ft.55204441080
Steel Pier Caplinear ft.3450327180
Compression Jointlinear ft.82803904308
Elastomeric Bearingeach83057260
Steel Protective Coatingsq. ft.1680112560
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5805620