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ALBEE AVENUE over SIRT SOUTH SHORE

Map 

Coordinates:
+40.53905, -74.18361
40°32'21" N, 74°11'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ALBEE AVENUE over SIRT SOUTH SHORE
Structure number:000000002249320
Location:IN ANNADALE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:36.7 ft. [11.2 m]
Total length:107.9 ft. [32.9 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:
Owner:Other Local Agencies [25]
Year built:1940
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:3
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: September 2015 

Status:Open, no restriction [A]
Average daily traffic:2,016 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:46.9 tons [42.6 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:58.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,131,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201558.8Functionally obsoleteSatisfactoryFairSatisfactory2016
September 201358.8Functionally obsoleteSatisfactoryFairSatisfactory2016
October 201157.5Functionally obsoleteSatisfactoryFairSatisfactory2907
October 200964.8Functionally obsoleteSatisfactoryFairSatisfactory2907
November 200764.8Functionally obsoleteSatisfactoryFairSatisfactory2907
October 200563.8Functionally obsoleteSatisfactoryFairSatisfactory2907
October 200374.8Functionally obsoleteSatisfactorySatisfactorySatisfactory2907
August 200167.7Functionally obsoleteSatisfactorySatisfactoryFair3637
August 199967.7Functionally obsoleteSatisfactorySatisfactoryFair3637
August 199767.7Functionally obsoleteSatisfactorySatisfactoryFair3637
September 199548.4Structurally deficientPoorFairPoor3500
November 199348.4Structurally deficientPoorFairPoor3500
September 199150.4Structurally deficientFairFairPoor3500