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ROCKWAY PNT BLVD over MARINE PKWY APPR

Map 

Coordinates:
+40.56779, -73.88130
40°34'04" N, 73°52'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ROCKWAY PNT BLVD over MARINE PKWY APPR
Structure number:000000005521959
Location:IOOOFT SO. MARINE PKWY
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:70.9 ft. [21.6 m]
Total length:140.1 ft. [42.7 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:63.3 ft. [19.3 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:20°
Owner:Local Toll Authority [32]
Year built:1966
Year reconstructed:2015
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
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: January 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,999 [as of 1999]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:80.9 tons [73.5 metric tons]
Inventory rating:52.9 tons [48.1 metric tons]
Sufficiency rating:74.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,153,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201674.6FairGoodVery GoodFair-7999
June 201573.5FairFairFairFair-7999
June 201456.2FairFairFairFairFO7999
June 201356.2FairFairFairFairFO7999
June 201255.2FairFairFairFairFO7999
June 201155.2FairFairFairFairFO7999
June 200955.2FairFairFairFairFO7999
May 200755.2FairFairFairFairFO7999
May 200553.8PoorPoorFairFairSD7999
August 200357.4FairSatisfactorySatisfactoryFairFO7999
July 200157.4FairSatisfactorySatisfactoryFairFO7999
July 199957.4FairSatisfactorySatisfactoryFairFO7999
July 199764.4FairSatisfactorySatisfactoryFairFO4412
October 199546.9PoorFairPoorPoorSD4412
July 199436.0PoorFairPoorPoorSD15000
May 199236.0PoorFairPoorPoorSD15000
April 199055.0PoorSatisfactoryFairPoorSD15000