RTE 907M over RTE 907M, WB GCP - NORTH


+40.75744, -73.85216
40°45'27" N, 73°51'08" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907M over RTE 907M, WB GCP - NORTH
Structure number:000000001075670
Location:JCT GCP+I678
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:63.0 ft. [19.2 m]
Total length:250.0 ft. [76.2 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:53.5 ft. [16.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1990
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:5
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: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:95.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,331,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairVery GoodSatisfactorySatisfactory-95.0
March 2014FairVery GoodSatisfactorySatisfactory1158479.3
March 2012FairVery GoodSatisfactorySatisfactory1158479.3
August 2011FairVery GoodSatisfactorySatisfactory1158479.3
March 2010FairVery GoodSatisfactorySatisfactory1158479.3
May 2009FairVery GoodSatisfactoryGood1158479.3
February 2008FairVery GoodSatisfactorySatisfactory1158479.3
February 2006FairVery GoodGoodSatisfactory1158479.3
January 2004FairVery GoodGoodSatisfactory1158479.3
January 2002FairVery GoodGoodSatisfactory19801967.9
January 2000FairSatisfactorySatisfactorySatisfactory19801965.9
January 1998FairGoodSatisfactoryFair19801954.0
February 1996PoorVery GoodFairPoor19801938.0
January 1994PoorVery GoodSatisfactoryPoor19801938.0
January 1992FairVery GoodSatisfactorySatisfactory19801965.0
January 1990PoorPoorPoorPoor19801934.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,6801,27440600
Steel Protective Coatingsq. ft.14,2303,56110,66900
Reinforced Concrete Decksq. ft.12,84111,2361,60500
Wearing Surfacessq. ft.11,50811,508000
Reinforced Concrete Columneach1601600
Reinforced Concrete Abutmentlinear ft.108545400
Reinforced Concrete Pier Caplinear ft.21910811100
Compression Jointlinear ft.3290307220
Movable Bearingeach3507280
Steel Protective Coatingsq. ft.35013220
Fixed Bearingeach3500350
Steel Protective Coatingsq. ft.35013220
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.480480000
Steel Protective Coatingsq. ft.37823714100
Reinforced Concrete Bridge Raillinear ft.480480000