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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 

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]
Evaluation:Structurally deficient [1]
Sufficiency rating:53.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$10,495,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201553.5Structurally deficientPoorSatisfactoryFair18008
March 201453.5Structurally deficientPoorSatisfactoryFair18008
May 201353.5Structurally deficientPoorSatisfactoryFair18008
March 201253.5Structurally deficientPoorSatisfactoryFair18008
August 201153.5Structurally deficientPoorSatisfactoryFair18008
April 201053.5Structurally deficientPoorSatisfactoryFair18008
May 200953.5Structurally deficientPoorSatisfactoryFair16536
January 200853.5Structurally deficientPoorSatisfactoryFair16536
January 200653.5Structurally deficientPoorSatisfactoryFair18008
March 200446.2Structurally deficientPoorSatisfactoryFair18008
June 200246.0Structurally deficientPoorSatisfactoryFair18008
March 200048.0Functionally obsoleteFairSatisfactoryFair18008
June 199848.0Functionally obsoleteFairFairSatisfactory18008
May 199630.9Structurally deficientPoorFairPoor11734
April 199430.9Structurally deficientPoorFairPoor22700
April 199230.9Structurally deficientPoorFairPoor22700
June 199030.9Structurally deficientPoorFairPoor22700