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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: May 2014 

Status:Open, no restriction [A]
Average daily traffic:15,036 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 replacement [2]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:52.9 tons [48.1 metric tons]
Inventory rating:30.9 tons [28.1 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:75.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$16,145,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201475.2Structurally deficientPoorFairSatisfactory15036
May 201286.3Structurally deficientPoorSatisfactorySatisfactory15000
June 201075.2Structurally deficientPoorSatisfactoryFair14663
June 200886.3Structurally deficientPoorSatisfactorySatisfactory14663
June 200688.2Functionally obsoleteFairSatisfactorySatisfactory18029
July 200488.2Functionally obsoleteFairSatisfactorySatisfactory18029
August 200289.0Functionally obsoleteFairSatisfactorySatisfactory18029
May 200088.2Functionally obsoleteFairSatisfactorySatisfactory18029
July 199867.8Structurally deficientPoorSatisfactorySatisfactory18029
August 199654.7Structurally deficientPoorFairFair18029
September 199439.5Structurally deficientPoorPoorPoor20000
December 199241.8Structurally deficientFairPoorFair20000
December 199060.3Structurally deficientFairPoorFair20000