RTE 907V over W 135 ST


+40.82146, -73.95830
40°49'17" N, 73°57'30" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907V over W 135 ST
Structure number:00000000222933B
Location:3 MI NE ROUTE 9A+79 ST
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:55.8 ft. [17.0 m]
Total length:576.1 ft. [175.6 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:21.3 ft. [6.5 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1939
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:14
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: May 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:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:86.1
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$25,879,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairFairSatisfactorySatisfactory-86.1
May 2015FairFairSatisfactorySatisfactory-77.3
April 2014FairFairSatisfactorySatisfactory11795587.8
May 2013FairFairSatisfactorySatisfactory11795587.8
January 2012FairFairSatisfactorySatisfactory11795587.8
January 2010FairFairSatisfactorySatisfactory13281287.8
February 2008FairFairSatisfactorySatisfactory13281287.8
March 2006FairSatisfactorySatisfactorySatisfactory11795575.0
March 2004FairSatisfactorySatisfactoryFair11795564.0
March 2002FairSatisfactorySatisfactoryFair11795545.4
January 2000FairSatisfactorySatisfactoryFair11795543.4
January 1998FairFairFairFair11795542.4
January 1996PoorPoorPoorPoor11795527.2
February 1994PoorPoorPoorPoor11795527.2
February 1992PoorPoorPoorPoor11795527.2
May 1990PoorPoorPoorPoor11795527.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.2,1372,1182170
Steel Protective Coatingsq. ft.20,19120,191000
Steel Stringerlinear ft.726719430
Steel Protective Coatingsq. ft.3,2213,2060015
Reinforced Concrete Decksq. ft.12,13911,435376670
Wearing Surfacessq. ft.10,6069,94206640
Steel Floor Beamlinear ft.258258000
Steel Protective Coatingsq. ft.1,5091,509000
Steel Columneach3330210
Steel Protective Coatingsq. ft.5,0515,051000
Reinforced Concrete Abutmentlinear ft.2121000
Reinforced Concrete Pile Cap/Footinglinear ft.1616000
Steel Pier Caplinear ft.48023702430
Steel Protective Coatingsq. ft.5,7525,00317839532
Compression Jointlinear ft.105066336
Elastomeric Bearingeach66000
Steel Protective Coatingsq. ft.1200012
Fixed Bearingeach10010
Steel Protective Coatingsq. ft.40004
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,1471,147000