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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 2014 

Status:Open, no restriction [A]
Average daily traffic:8,150 [as of 1997]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:83.5 tons [75.9 metric tons]
Inventory rating:32.2 tons [29.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:92.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$360,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201492.8Functionally obsoleteGoodSatisfactorySatisfactory8150
October 201292.8Functionally obsoleteVery GoodSatisfactorySatisfactory8150
November 201092.8Functionally obsoleteVery GoodSatisfactorySatisfactory8150
July 200894.9Functionally obsoleteVery GoodGoodVery Good2156
July 200693.9Functionally obsoleteVery GoodGoodVery Good8150
August 200493.9Not deficientExcellentGoodExcellent8150
June 200292.5Not deficientExcellentGoodExcellent8150
May 200096.6Not deficientExcellentGoodExcellent8150
November 199898.6Not deficientExcellentExcellentExcellent8150
May 199665.7Not deficientVery GoodVery GoodFair5300
April 199649.6Structurally deficientPoorPoorPoor5300
March 199549.6Structurally deficientPoorPoorPoor5300
November 199249.6Structurally deficientPoorPoorPoor5300
August 199049.6Structurally deficientPoorPoorPoor5300