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RTE 907C over BEDFORD AVENUE

Map

Coordinates:
+40.58493, -73.94379
40°35'06" N, 73°56'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907C over BEDFORD AVENUE
Structure number:000000002231429
Location:IN SHEEPSHEAD BAY
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:52.8 ft. [16.1 m]
Total length:143.1 ft. [43.6 m]
Roadway width between curbs:78.1 ft. [23.8 m]
Deck width edge-to-edge:83.7 ft. [25.5 m]
Vertical clearance below bridge:9.8 ft. [3.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1942
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
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: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:139,942 [as of 2011]
Truck traffic:5% of total traffic
Deck condition:Fair [5 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 corrrective action [3]
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:74.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$14,460,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairFairSatisfactoryFair13994274.0
April 2014FairFairSatisfactoryFair13988274.0
April 2012PoorPoorSatisfactoryFair13990072.0
April 2010PoorPoorSatisfactorySatisfactory15199283.0
May 2008PoorPoorSatisfactorySatisfactory13506983.0
March 2006PoorPoorSatisfactorySatisfactory14455583.0
April 2004PoorPoorSatisfactorySatisfactory15199283.0
April 2002PoorPoorSatisfactorySatisfactory655984.1
August 2000PoorPoorSatisfactorySatisfactory655977.0
September 1998PoorPoorSatisfactorySatisfactory655974.1
August 1996PoorPoorPoorPoor13460649.0
July 1994PoorPoorPoorPoor12014150.0
June 1992PoorSeriousPoorPoor11500049.0
July 1991PoorSeriousPoorPoor11500049.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,80601,80600
Steel Protective Coatingsq. ft.17,700017,70000
Deck
Reinforced Concrete Decksq. ft.11,51705,7605,7570
Wearing Surfacessq. ft.10,38206,2484,1340
Substructure
Reinforced Concrete Columneach80800
Reinforced Concrete Abutmentlinear ft.166016600
Steel Pier Caplinear ft.166083830
Joints
Assembly with Sealeach170001700
Bearings
Movable Bearingeach26015110
Steel Protective Coatingsq. ft.120012000
Fixed Bearingeach80170
Steel Protective Coatingsq. ft.8408400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5530511420
Steel Protective Coatingsq. ft.1,10601,10600