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ASTORIA BOULEVARD over RTE I278

Map 

Coordinates:
+40.76594, -73.89344
40°45'57" N, 73°53'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ASTORIA BOULEVARD over RTE I278
Structure number:000000001072010
Location:JCT OF GCP & BQE EAST LEG
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:59.7 ft. [18.2 m]
Total length:61.7 ft. [18.8 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Vertical clearance below bridge:13.5 ft. [4.1 m]
Skew angle:54°
Owner:State Highway Agency [01]
Year built:1942
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:35,540 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:61.5 tons [55.9 metric tons]
Inventory rating:22.3 tons [20.3 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:25.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$8,623,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201525.6Structurally deficientSeriousPoorFair35540
July 201461.2Structurally deficientPoorFairFair35540
August 201361.2Structurally deficientPoorFairFair35540
August 201261.2Structurally deficientPoorFairFair35500
October 201162.6Structurally deficientPoorFairFair17530
September 201062.6Structurally deficientPoorFairFair17530
August 200960.7Structurally deficientPoorFairFair41364
September 200862.6Structurally deficientPoorFairFair17530
August 200662.6Structurally deficientPoorSatisfactoryFair17530
August 200462.6Structurally deficientPoorSatisfactoryFair17530
August 200263.3Structurally deficientPoorSatisfactoryFair8791
June 200162.3Structurally deficientPoorSatisfactoryFair8791
April 200048.0Structurally deficientPoorFairPoor8791
June 199948.0Structurally deficientPoorFairPoor8791
August 199827.2Structurally deficientPoorFairSerious20341
July 199746.6Structurally deficientPoorPoorPoor20341
July 19963.3Structurally deficientPoorPoorPoor20341
June 199529.2Structurally deficientPoorPoorPoor16120
August 199429.2Structurally deficientPoorPoorPoor16120
August 19922.4Structurally deficientSeriousPoorSerious16120
October 199039.1Structurally deficientPoorPoorPoor16120