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ALBANY AV & AV H over N Y & ATLANTIC/LI

Map

Coordinates:
+40.63200, -73.93794
40°37'55" N, 73°56'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:ALBANY AV & AV H over N Y & ATLANTIC/LI
Structure number:000000002243530
Location:AT VANDERVEER PARK
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:58.7 ft. [17.9 m]
Total length:116.8 ft. [35.6 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:299.9 ft. [91.4 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:26°
Owner:City or Municipal Highway Agency [04]
Year built:1906
Year reconstructed:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,165 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:45.8 tons [41.6 metric tons]
Inventory rating:18.6 tons [16.9 metric tons]
Sufficiency rating:71.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$19,757,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201571.7GoodGoodExcellentGoodFO7165
September 201393.6GoodGoodExcellentGoodFO9100
September 201193.6GoodGoodExcellentGoodFO9100
September 200993.5GoodGoodExcellentGoodFO9282
October 200793.5GoodGoodExcellentGoodFO9282
June 200593.6GoodGoodExcellentGood-9100
August 200393.6GoodGoodExcellentVery Good-9100
September 200196.6GoodGoodExcellentExcellent-9100
October 199996.6GoodExcellentExcellentExcellent-9100
December 199755.3FairVery GoodVery GoodSatisfactoryFO9100
March 199734.8PoorPoorPoorPoorSD9100
August 199535.5PoorPoorPoorPoorSD9100
November 19944.5PoorPoorPoorPoorSD9100
September 19934.5PoorPoorPoorSeriousSD9100
August 199211.3PoorPoorPoorSeriousSD9100
November 19912.0PoorPoorPoorSeriousSD9100