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RTE 907D over ROCKAWAY BLVD

Map

Coordinates:
+40.66726, -73.78027
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:000000002231601
Location:1.1 MI E I678 & 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:62.0 ft. [18.9 m]
Deck width edge-to-edge:65.0 ft. [19.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:29°
Owner:State Highway Agency [01]
Year built:1988
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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:81.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,382,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016GoodGoodExcellentGood7568681.4
May 2014GoodGoodExcellentGood11448278.0
May 2012GoodGoodExcellentGood11450078.0
May 2010GoodGoodExcellentGood17363678.0
June 2008GoodGoodExcellentGood5724184.2
June 2006GoodGoodExcellentGood6583182.9
March 2004GoodGoodExcellentGood12500078.0
May 2002GoodGoodExcellentGood12500078.0
March 2000GoodGoodVery GoodGood12500078.0
May 1998GoodGoodVery GoodGood12500078.0
May 1996FairSatisfactoryVery GoodSatisfactory12500070.0
April 1994FairSatisfactoryVery GoodSatisfactory12500070.0
June 1992FairSatisfactoryVery GoodSatisfactory12500070.0
October 1990FairSatisfactoryVery GoodSatisfactory12500085.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,2781,278000
Steel Protective Coatingsq. ft.16,87016,02784300
Deck
Reinforced Concrete Decksq. ft.9,2169,216000
Wearing Surfacessq. ft.9,2169,216000
Substructure
Reinforced Concrete Abutmentlinear ft.1261161000
Joints
Compression Jointlinear ft.1485937520
Bearings
Elastomeric Bearingeach189900
Steel Protective Coatingsq. ft.1818000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.284284000