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ASTORIA BLVD WB over RTE 907M, RTE 907M, RTE

Map 

Coordinates:
+40.76642, -73.89037
40°45'59" N, 73°53'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ASTORIA BLVD WB over RTE 907M, RTE 907M, RTE
Structure number:000000001055840
Location:.8 MI E I278+GCP
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:95.8 ft. [29.2 m]
Total length:245.7 ft. [74.9 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:70.5 ft. [21.5 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Skew angle:29°
Owner:State Highway Agency [01]
Year built:1963
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:3
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: May 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:88.8 tons [80.7 metric tons]
Inventory rating:52.9 tons [48.1 metric tons]
Sufficiency rating:91.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,452,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201691.0FairSatisfactoryGoodSatisfactoryFO-
May 201474.8FairSatisfactoryGoodSatisfactoryFO19167
May 201274.8FairSatisfactoryGoodSatisfactoryFO19167
May 201074.8FairSatisfactoryGoodSatisfactoryFO19167
April 200874.8FairSatisfactoryGoodSatisfactoryFO19167
April 200674.8FairSatisfactoryGoodSatisfactoryFO19167
March 200475.8FairSatisfactoryGoodSatisfactoryFO19167
April 200275.8FairSatisfactoryGoodSatisfactoryFO19167
February 200069.6FairSatisfactorySatisfactorySatisfactoryFO19167
March 199858.3FairSatisfactorySatisfactoryFairFO19167
April 199637.2PoorFairFairPoorSD19026
March 199437.9PoorPoorPoorPoorSD11350
February 199237.9PoorPoorPoorPoorSD11350
January 199040.1PoorFairPoorPoorSD11350