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3RD AVENUE over SHORE ROAD DRIVE

Map 

Coordinates:
+40.63834, -74.02452
40°38'18" N, 74°01'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:3RD AVENUE over SHORE ROAD DRIVE
Structure number:000000002244160
Location:AT FORT HAMILTON
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:53.8 ft. [16.4 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:77.8 ft. [23.7 m]
Vertical clearance below bridge:12.5 ft. [3.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:9,500 [as of 2007]
Truck traffic:7% of total traffic
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:92.7 tons [84.3 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,666,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201574.4Functionally obsolete-Very GoodVery Good9500
June 201374.4Functionally obsolete-ExcellentExcellent9500
May 201174.4Functionally obsolete-ExcellentExcellent9500
May 200974.4Functionally obsolete-ExcellentExcellent9600
May 200774.4Not deficient-ExcellentExcellent9600
May 200574.4Not deficient-ExcellentExcellent9600
May 200374.4Not deficient-ExcellentExcellent9600
May 200174.4Not deficient-ExcellentVery Good9600
July 199915.6Structurally deficient-PoorFair9600
August 199715.6Structurally deficient-PoorSatisfactory9600
June 199511.5Structurally deficient-PoorFair9600
October 199334.2Structurally deficient-PoorFair9600
September 199141.7Structurally deficient-PoorFair9600