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BRYANT AVENUE over AMTRAK/CSXT/P&W

Map 

Coordinates:
+40.82138, -73.88765
40°49'17" N, 73°53'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BRYANT AVENUE over AMTRAK/CSXT/P&W
Structure number:000000002241210
Location:AT HUNTS POINT
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:86.9 ft. [26.5 m]
Total length:88.6 ft. [27.0 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:45.9 ft. [14.0 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:2015
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Truck traffic:5% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:57.1 tons [51.9 metric tons]
Inventory rating:20.8 tons [18.9 metric tons]
Sufficiency rating:75.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$7,901,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201575.9Not deficient----
November 201410.9Structurally deficientSeriousSeriousPoor3081
November 201331.3Structurally deficientSeriousSeriousPoor3081
October 201231.3Structurally deficientSeriousSeriousPoor3081
November 201131.3Structurally deficientSeriousSeriousPoor3081
November 201031.3Structurally deficientSeriousSeriousPoor3081
November 200931.3Structurally deficientSeriousSeriousPoor3081
November 200831.3Structurally deficientSeriousSeriousPoor3081
September 200731.3Structurally deficientSeriousSeriousPoor3081
August 200631.3Structurally deficientSeriousSeriousPoor3081
July 200531.3Structurally deficientSeriousSeriousPoor3081
August 200431.3Structurally deficientSeriousSeriousPoor3081
November 200331.3Structurally deficientSeriousSeriousPoor3081
June 200231.3Structurally deficientSeriousSeriousPoor3081
June 200133.4Structurally deficientSeriousSeriousPoor3081
June 200015.9Structurally deficientSeriousCriticalPoor3081
August 199931.3Structurally deficientSeriousSeriousFair3081
December 199831.3Structurally deficientSeriousSeriousPoor3081
October 199731.3Structurally deficientSeriousSeriousPoor3081
July 199630.3Structurally deficientSeriousSeriousPoor3700
December 199530.6Structurally deficientSeriousSeriousPoor3700
October 199430.6Structurally deficientSeriousSeriousPoor3700
December 199348.3Structurally deficientPoorPoorPoor3700
November 199248.3Structurally deficientPoorPoorPoor3700
August 199048.3Structurally deficientPoorPoorPoor3700