+40.85642, -73.83546
40°51'23" N, 73°50'08" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907F over AMTRAK/CSXT/P&W
Structure number:000000002229560
Location:2.4 MI N I278&I678
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:81.7 ft. [24.9 m]
Total length:235.9 ft. [71.9 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:104.3 ft. [31.8 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:55°
Owner:City or Municipal Highway Agency [04]
Year built:1907
Year reconstructed:1983
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:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:47,173 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Good [7 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: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 desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:50.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$24,502,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairGoodSatisfactoryFair4717350.0
November 2014FairGoodSatisfactoryFair4526750.0
May 2012FairVery GoodFairFair4530050.0
June 2010FairVery GoodFairFair4502850.0
November 2008FairVery GoodFairFair4502850.0
August 2006FairVery GoodFairSatisfactory4502850.0
November 2004FairVery GoodFairSatisfactory4502850.0
July 2002FairVery GoodFairSatisfactory4203450.0
July 2000FairVery GoodFairSatisfactory4203454.0
December 1998FairVery GoodFairGood4203453.0
July 1996PoorSatisfactoryPoorFair3123539.0
December 1994PoorSatisfactoryPoorFair4810036.8
December 1992PoorSatisfactoryPoorFair4810036.8
September 1990PoorSatisfactoryPoorFair4810036.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,1771,0879000
Steel Protective Coatingsq. ft.18,77715,9512,82600
Reinforced Concrete Decksq. ft.23,82322,5031,32000
Steel Floor Beamlinear ft.1,5381,40813000
Steel Protective Coatingsq. ft.20,50817,3483,110500
Reinforced Concrete Pier Walllinear ft.822702105150
Reinforced Concrete Abutmentlinear ft.3562757560
Compression Jointlinear ft.3562935508
Elastomeric Bearingeach6666000
Steel Protective Coatingsq. ft.3002257500
Movable Bearingeach129210
Steel Protective Coatingsq. ft.60451005
Fixed Bearingeach64020
Steel Protective Coatingsq. ft.3030000
Pot Bearingeach1411210
Steel Protective Coatingsq. ft.40152005
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.9426271601550