RTE 907P over RTE 907P


+40.81501, -73.93423
40°48'54" N, 73°56'03" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907P over RTE 907P
Structure number:00000000107701A
Location:4.4 MI NE FDR DR+ROUTE 25
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:77.8 ft. [23.7 m]
Total length:228.0 ft. [69.5 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
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: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 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:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:82.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,375,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairFairSatisfactoryFair-82.0
April 2016FairFairSatisfactoryFair-81.0
April 2015FairFairSatisfactoryFair-81.0
May 2014FairFairSatisfactoryFair327681.0
May 2013FairFairSatisfactoryFair327681.0
May 2012FairFairSatisfactoryFair327681.0
May 2011FairFairSatisfactoryFair327681.0
May 2010FairFairSatisfactoryFair327681.0
May 2009FairFairSatisfactoryFair327681.0
March 2008FairFairSatisfactoryFair327681.0
May 2007FairFairSatisfactoryFair327681.0
April 2006FairFairSatisfactoryFair327681.0
April 2004FairFairGoodFair327682.0
August 2002FairFairGoodFair287782.0
October 2000FairFairGoodFair287781.0
October 1998FairFairGoodSatisfactory287792.0
October 1996PoorPoorFairPoor170063.0
August 1994PoorPoorFairPoor170063.0
July 1992PoorPoorPoorPoor170063.0
July 1991PoorPoorPoorPoor170063.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.823823000
Steel Protective Coatingsq. ft.7,6115,5732,03800
Reinforced Concrete Decksq. ft.5,3762,11403,2620
Wearing Surfacessq. ft.4,1973,0135546300
Reinforced Concrete Pier Walllinear ft.2121000
Reinforced Concrete Abutmentlinear ft.2825030
Steel Pier Caplinear ft.3903810
Steel Protective Coatingsq. ft.470046604
Reinforced Concrete Pier Caplinear ft.5148030
Compression Jointlinear ft.72051021
Other Jointlinear ft.2800280
Movable Bearingeach145531
Steel Protective Coatingsq. ft.3082020
Fixed Bearingeach1413010
Steel Protective Coatingsq. ft.28181000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.382382000
Steel Protective Coatingsq. ft.1,4671,467000