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TIFFANY STREET over AMTRAK/CSXT/P&W

Map

Coordinates:
+40.81732, -73.89241
40°49'02" N, 73°53'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TIFFANY STREET over AMTRAK/CSXT/P&W
Structure number:000000002241170
Location:AT HUNTS POINT
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:86.9 ft. [26.5 m]
Total length:90.9 ft. [27.7 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:18.7 ft. [5.7 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1908
Year reconstructed:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,336 [as of 2011]
Truck traffic:9% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:100.8 tons [91.6 metric tons]
Inventory rating:59.8 tons [54.4 metric tons]
Sufficiency rating:92.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,332,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201592.5GoodVery GoodVery GoodGoodFO10336
November 201392.7GoodVery GoodVery GoodGoodFO5177
November 201192.7GoodVery GoodVery GoodGoodFO5177
November 200992.4GoodVery GoodVery GoodGoodFO12230
September 200792.7GoodExcellentVery GoodGoodFO5177
July 200592.6GoodExcellentVery GoodGood-5177
November 200392.6GoodExcellentVery GoodGood-5177
August 200196.8GoodExcellentVery GoodGood-5177
August 199996.8GoodVery GoodVery GoodGood-5177
October 199777.1Fair-Very GoodSatisfactory-5177
March 19975.8PoorSeriousPoorPoorSD2800
November 19958.1PoorSeriousPoorPoorSD2800
November 19948.1PoorSeriousPoorPoorSD2800
November 19928.1PoorSeriousPoorPoorSD2800
August 199013.2PoorSeriousPoorPoorSD2800