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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 

Good/Fair/Poor Condition:Fair
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201558.8FairSatisfactoryFairSatisfactoryFO2016
September 201358.8FairSatisfactoryFairSatisfactoryFO2016
October 201157.5FairSatisfactoryFairSatisfactoryFO2907
October 200964.8FairSatisfactoryFairSatisfactoryFO2907
November 200764.8FairSatisfactoryFairSatisfactoryFO2907
October 200563.8FairSatisfactoryFairSatisfactoryFO2907
October 200374.8FairSatisfactorySatisfactorySatisfactoryFO2907
August 200167.7FairSatisfactorySatisfactoryFairFO3637
August 199967.7FairSatisfactorySatisfactoryFairFO3637
August 199767.7FairSatisfactorySatisfactoryFairFO3637
September 199548.4PoorPoorFairPoorSD3500
November 199348.4PoorPoorFairPoorSD3500
September 199150.4PoorFairFairPoorSD3500