RTE 907P over RTE 907P, RTE 907P, RTE


+40.83548, -73.93531
40°50'08" N, 73°56'07" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907P over RTE 907P, RTE 907P, RTE
Structure number:000000001077050
Location:5.8 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:108.9 ft. [33.2 m]
Total length:835.0 ft. [254.5 m]
Roadway width between curbs:17.4 ft. [5.3 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:1966
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:11
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: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:5% 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:Basically intolerable requiring high priority of corrrective action [3]
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:72.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$13,284,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairFairFairFair-72.5
March 2014FairFairFairFair330072.5
March 2012FairSatisfactoryFairFair330073.5
April 2010FairSatisfactoryFairFair330073.5
May 2008FairSatisfactorySatisfactoryFair330073.5
June 2006FairSatisfactorySatisfactoryFair330061.0
March 2004FairSatisfactorySatisfactoryFair330061.0
May 2002FairSatisfactorySatisfactoryFair330061.0
August 2000FairSatisfactorySatisfactoryFair330061.0
August 1998FairSatisfactorySatisfactoryFair330061.0
September 1996PoorFairPoorPoor330047.0
September 1994PoorFairPoorPoor330047.0
October 1992PoorFairPoorPoor330047.0
December 1990PoorFairPoorSerious330032.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.3,3983,29192150
Steel Protective Coatingsq. ft.28,73525,7912,404200340
Reinforced Concrete Decksq. ft.23,52814,5428,3566300
Wearing Surfacessq. ft.13,4347,9543,6761,8040
Steel Columneach33000
Steel Protective Coatingsq. ft.184184000
Reinforced Concrete Columneach30030
Reinforced Concrete Pier Walllinear ft.1938655520
Reinforced Concrete Abutmentlinear ft.52268180
Steel Pier Caplinear ft.94672610
Steel Protective Coatingsq. ft.1,1107303007010
Reinforced Concrete Pier Caplinear ft.27711366980
Strip Seal Jointlinear ft.11527222244
Pourable Jointlinear ft.253258911722
Movable Bearingeach45923130
Steel Protective Coatingsq. ft.1788404486
Fixed Bearingeach471017200
Steel Protective Coatingsq. ft.94028858
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,4751,0701,2000205
Steel Protective Coatingsq. ft.11,5412,7132,52006,308
Reinforced Concrete Bridge Raillinear ft.82669712900