Share:

ROCKAWAY BLVD over RTE I678, RTE I678, JFK

Map 

Coordinates:
+40.67439, -73.80158
40°40'28" N, 73°48'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ROCKAWAY BLVD over RTE I678, RTE I678, JFK
Structure number:000000001055630
Location:2.6 MI SE RTE 678+RTE 25
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:58.7 ft. [17.9 m]
Total length:121.7 ft. [37.1 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:103.0 ft. [31.4 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:1948
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans 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:15,036 [as of 2011]
Truck traffic:7% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Operating rating:50.9 tons [46.3 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Sufficiency rating:76.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,473,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201676.2FairFairSatisfactoryFairFO15036
May 201475.2PoorPoorFairSatisfactorySD15036
May 201286.3PoorPoorSatisfactorySatisfactorySD15000
June 201075.2PoorPoorSatisfactoryFairSD14663
June 200886.3PoorPoorSatisfactorySatisfactorySD14663
June 200688.2FairFairSatisfactorySatisfactoryFO18029
July 200488.2FairFairSatisfactorySatisfactoryFO18029
August 200289.0FairFairSatisfactorySatisfactoryFO18029
May 200088.2FairFairSatisfactorySatisfactoryFO18029
July 199867.8PoorPoorSatisfactorySatisfactorySD18029
August 199654.7PoorPoorFairFairSD18029
September 199439.5PoorPoorPoorPoorSD20000
December 199241.8PoorFairPoorFairSD20000
December 199060.3PoorFairPoorFairSD20000