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LAFAYETTE AVENUE over AMTRAK/CSXT/P&W

Map 

Coordinates:
+40.81621, -73.89356
40°48'58" N, 73°53'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LAFAYETTE AVENUE over AMTRAK/CSXT/P&W
Structure number:000000002241169
Location:AT HUNTS POINT
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:119.8 ft. [36.5 m]
Total length:119.8 ft. [36.5 m]
Roadway width between curbs:55.1 ft. [16.8 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:43°
Owner:City or Municipal Highway Agency [04]
Year built:1906
Year reconstructed:2000
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,027 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:73.8 tons [67.1 metric tons]
Inventory rating:24.2 tons [22.0 metric tons]
Sufficiency rating:63.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$15,222,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201663.1FairGoodSatisfactoryGoodFO3027
November 201463.1FairVery GoodSatisfactoryGoodFO2776
October 201263.1FairExcellentSatisfactorySatisfactoryFO2800
December 201063.1FairExcellentSatisfactorySatisfactoryFO3600
December 200863.1FairExcellentSatisfactorySatisfactoryFO2964
August 200663.1FairExcellentSatisfactorySatisfactory-3600
August 200463.1FairExcellentSatisfactorySatisfactory-3600
June 200262.6FairExcellentSatisfactorySatisfactory-3600
May 200065.6FairExcellentSatisfactorySatisfactory-3600
March 200034.3PoorSeriousSeriousPoorSD3600
March 199934.3PoorSeriousSeriousPoorSD3600
May 199834.3PoorSeriousSeriousPoorSD3600
May 199633.6PoorSeriousSeriousPoorSD3600
November 199534.9PoorSeriousSeriousPoorSD3600
October 199436.3PoorSeriousPoorPoorSD3600
December 199338.4PoorPoorPoorPoorSD3600
October 199240.5PoorPoorPoorPoorSD3600
August 199038.5PoorPoorPoorPoorSD3600