Share:

RTE 907D over ROCKAWAY BLVD

Map 

Coordinates:
+40.66713, -73.78020
40°40'02" N, 73°46'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:15.1 ft. [4.6 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]
Operating rating:104.8 tons [95.3 metric tons]
Inventory rating:61.8 tons [56.2 metric tons]
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 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201688.2GoodGoodExcellentGood-75686
May 201484.0GoodGoodExcellentGood-114482
May 201284.0GoodGoodExcellentGood-114500
May 201084.0GoodGoodExcellentGood-125000
June 200884.0GoodGoodExcellentGood-125000
June 200684.0GoodGoodExcellentGood-125000
March 200481.0GoodGoodExcellentGoodFO125000
May 200285.0GoodGoodExcellentGood-125000
March 200085.0GoodGoodVery GoodGood-125000
May 199885.0GoodGoodVery GoodGood-125000
November 199685.0FairSatisfactoryVery GoodSatisfactory-125000
November 199485.0FairSatisfactoryVery GoodSatisfactory-125000
December 199285.0FairSatisfactorySatisfactorySatisfactory-125000