Share:

QUEENS TO MANHTTN over TO RI FROM NY, ISLAND AC

Map 

Coordinates:
+40.79583, -73.92044
40°47'45" N, 73°55'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:QUEENS TO MANHTTN over TO RI FROM NY, ISLAND AC
Structure number:00000000552188A
Location:I278 OVER HELLGATE
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Tolls:Yes, on Interstate toll segment under Secretarial Agreement [4]
Length of largest span:89.9 ft. [27.4 m]
Total length:2651.0 ft. [808.0 m]
Roadway width between curbs:33.5 ft. [10.2 m]
Deck width edge-to-edge:44.6 ft. [13.6 m]
Vertical clearance above deck:17.1 ft. [5.2 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Owner:Local Toll Authority [32]
Year built:1936
Year reconstructed:2008
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:51
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:36,807 [as of 1989]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
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:57.9 tons [52.6 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Sufficiency rating:49.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$97,782,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201449.0Not deficientFairFairFair36807
November 201249.0Not deficientFairFairFair36807
November 201049.0Functionally obsoleteFairFairFair36807
October 200849.0Functionally obsoleteFairFairFair36807
October 200640.2Functionally obsoleteFairFairFair36807
October 200440.2Functionally obsoleteFairFairFair36807
September 200240.0Functionally obsoleteFairFairFair36807
October 200022.0Structurally deficientFairFairPoor36807
September 199822.0Structurally deficientFairFairPoor36807
September 19964.9Structurally deficientPoorPoorSerious36807
October 19944.9Structurally deficientPoorSerious-36807
October 19920.0Structurally deficientPoorPoorSerious36807
June 199012.8Structurally deficientPoorPoorSerious36807