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LONGWOOD AVENUE over AMTRAK/CSXT/P&W

Map

Coordinates:
+40.81532, -73.89454
40°48'55" N, 73°53'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:LONGWOOD AVENUE over AMTRAK/CSXT/P&W
Structure number:000000002241159
Location:AT HUNTS POINT
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:84.0 ft. [25.6 m]
Total length:107.0 ft. [32.6 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:99.4 ft. [30.3 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1908
Year reconstructed:1996
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: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: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,635 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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 desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:83.8 tons [76.2 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:94.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$5,981,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201694.6GoodGoodGoodGoodFO7635
November 201492.8FairGoodSatisfactorySatisfactoryFO8150
October 201292.8FairVery GoodSatisfactorySatisfactoryFO8150
November 201092.8FairVery GoodSatisfactorySatisfactoryFO8150
July 200894.9GoodVery GoodGoodVery GoodFO2156
July 200693.9GoodVery GoodGoodVery GoodFO8150
August 200493.9GoodExcellentGoodExcellent-8150
June 200292.5GoodExcellentGoodExcellent-8150
May 200096.6GoodExcellentGoodExcellent-8150
November 199898.6GoodExcellentExcellentExcellent-8150
May 199665.7FairVery GoodVery GoodFair-5300
April 199649.6PoorPoorPoorPoorSD5300
March 199549.6PoorPoorPoorPoorSD5300
November 199249.6PoorPoorPoorPoorSD5300
August 199049.6PoorPoorPoorPoorSD5300