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ASTORIA BOULEVARD over RTE I278, RTE I278, 47TH

Map 

Coordinates:
+40.76749, -73.90409
40°46'03" N, 73°54'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ASTORIA BOULEVARD over RTE I278, RTE I278, 47TH
Structure number:000000002230810
Location:1 MI NW JCT I278 & SH 25A
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:55.8 ft. [17.0 m]
Total length:170.9 ft. [52.1 m]
Roadway width between curbs:32.8 ft. [10.0 m]
Deck width edge-to-edge:48.2 ft. [14.7 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1941
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:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:18,008 [as of 1999]
Truck traffic:5% of total traffic
Deck condition:Poor [4 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:Basically intolerable requiring high priority of replacement [2]
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:43.9 tons [39.9 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:53.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$10,495,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201553.5PoorPoorSatisfactoryFairSD18008
March 201453.5PoorPoorSatisfactoryFairSD18008
May 201353.5PoorPoorSatisfactoryFairSD18008
March 201253.5PoorPoorSatisfactoryFairSD18008
August 201153.5PoorPoorSatisfactoryFairSD18008
April 201053.5PoorPoorSatisfactoryFairSD18008
May 200953.5PoorPoorSatisfactoryFairSD16536
January 200853.5PoorPoorSatisfactoryFairSD16536
January 200653.5PoorPoorSatisfactoryFairSD18008
March 200446.2PoorPoorSatisfactoryFairSD18008
June 200246.0PoorPoorSatisfactoryFairSD18008
March 200048.0FairFairSatisfactoryFairFO18008
June 199848.0FairFairFairSatisfactoryFO18008
May 199630.9PoorPoorFairPoorSD11734
April 199430.9PoorPoorFairPoorSD22700
April 199230.9PoorPoorFairPoorSD22700
June 199030.9PoorPoorFairPoorSD22700