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RTE 907D over ROCKAWAY BLVD

Map

Coordinates:
+40.66713, -73.78016
40°40'02" N, 73°46'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907D over ROCKAWAY BLVD
Structure number:000000002231602
Location:1.1 MI E 678I & BELT PKWY
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:141.7 ft. [43.2 m]
Total length:147.0 ft. [44.8 m]
Roadway width between curbs:88.9 ft. [27.1 m]
Deck width edge-to-edge:94.5 ft. [28.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:29°
Owner:State Highway Agency [01]
Year built:1992
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: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:75,686 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:88.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,823,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016GoodGoodExcellentGood7568688.2
May 2014GoodGoodExcellentGood11448284.0
May 2012GoodGoodExcellentGood11450084.0
May 2010GoodGoodExcellentGood12500084.0
June 2008GoodGoodExcellentGood12500084.0
June 2006GoodGoodExcellentGood12500084.0
March 2004GoodGoodExcellentGood12500081.0
May 2002GoodGoodExcellentGood12500085.0
March 2000GoodGoodVery GoodGood12500085.0
May 1998GoodGoodVery GoodGood12500085.0
November 1996FairSatisfactoryVery GoodSatisfactory12500085.0
November 1994FairSatisfactoryVery GoodSatisfactory12500085.0
December 1992FairSatisfactorySatisfactorySatisfactory12500085.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,8461,846000
Steel Protective Coatingsq. ft.22,33721,2211,11600
Deck
Reinforced Concrete Decksq. ft.13,43313,433000
Wearing Surfacessq. ft.13,43313,433000
Substructure
Reinforced Concrete Abutmentlinear ft.1901791100
Joints
Compression Jointlinear ft.2166501510
Bearings
Elastomeric Bearingeach26131300
Steel Protective Coatingsq. ft.2618080
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.284284000