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ANNADALE ROAD over SIRT SOUTH SHORE

Map 

Coordinates:
+40.54066, -74.17734
40°32'26" N, 74°10'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ANNADALE ROAD over SIRT SOUTH SHORE
Structure number:000000002249330
Location:IN ANNADALE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:54.1 ft. [16.5 m]
Total length:59.1 ft. [18.0 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:Other Local Agencies [25]
Year built:1938
Year reconstructed:2006
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:5,759 [as of 2013]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
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: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]
Inventory rating:104.8 tons [95.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:92.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,993,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201592.7Functionally obsoleteVery GoodVery GoodVery Good5759
August 201391.7Not deficientVery GoodVery GoodVery Good5759
August 201192.8Not deficientVery GoodVery GoodVery Good5000
August 200980.7Functionally obsoleteSatisfactorySatisfactoryFair5001
October 200780.6Functionally obsoleteSatisfactorySatisfactoryFair5150
October 200581.6Functionally obsoleteSatisfactorySatisfactoryFair3700
October 200381.8Functionally obsoleteSatisfactorySatisfactoryFair3700
August 200185.6Not deficientSatisfactorySatisfactoryFair3700
August 199973.4Not deficientFairFairSatisfactory3700
August 199757.3Structurally deficientFairFairPoor3700
September 199566.6Structurally deficientPoorPoorPoor3700
November 199366.3Structurally deficientPoorPoorPoor3700
September 199150.6Structurally deficientPoorPoorPoor3700