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RTE 907A over RTE 907A

Map

Coordinates:
+40.74399, -73.73260
40°44'38" N, 73°43'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907A over RTE 907A
Structure number:00000000106514A
Location:JCT GCP+CROSS ISLAND PKWY
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:156.8 ft. [47.8 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,619 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 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:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:83.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$311,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016FairSatisfactoryVery GoodFair1961983.9
April 2014FairSatisfactoryGoodSatisfactory1245094.4
May 2012FairSatisfactoryGoodSatisfactory1245094.4
May 2010FairSatisfactorySatisfactorySatisfactory1245094.4
June 2009FairSatisfactorySatisfactorySatisfactory1245094.4
March 2008FairSatisfactorySatisfactorySatisfactory1245094.4
April 2007FairSatisfactorySatisfactorySatisfactory1245094.4
March 2006FairSatisfactorySatisfactorySatisfactory1245094.4
March 2004FairSatisfactorySatisfactorySatisfactory1245094.4
April 2003FairSatisfactorySatisfactorySatisfactory1245094.4
March 2002FairSatisfactorySatisfactorySatisfactory1245094.4
January 2000FairSatisfactoryGoodSatisfactory1245094.4
March 1998FairGoodGoodSatisfactory1245094.4
March 1996FairSatisfactoryFairFair1245083.6
February 1994FairSatisfactoryFairFair1245083.9
April 1992FairSatisfactoryFairFair1245083.9
August 1990FairSatisfactoryFairFair1245083.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.785785000
Deck
Reinforced Concrete Decksq. ft.5,4955,495000
Substructure
Reinforced Concrete Abutmentlinear ft.3532030
Joints
Pourable Jointlinear ft.3535000
Bearings
Movable Bearingeach50050
Steel Protective Coatingsq. ft.50230
Fixed Bearingeach55000
Steel Protective Coatingsq. ft.55000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.314314000
Steel Protective Coatingsq. ft.1,1401,140000