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TOMPKINS AVENUE over B&O RR- ABANDONED

Map 

Coordinates:
+40.60598, -74.06622
40°36'22" N, 74°03'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TOMPKINS AVENUE over B&O RR- ABANDONED
Structure number:000000002249040
Location:IN FORT WADSWORTH
Route classification:Minor Arterial (Urban) [16]
Length of largest span:95.8 ft. [29.2 m]
Total length:97.8 ft. [29.8 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Skew angle:66°
Owner:City or Municipal Highway Agency [04]
Year built:1936
Year reconstructed:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:2,663 [as of 2001]
Truck traffic:5% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:52.9 tons [48.1 metric tons]
Sufficiency rating:97.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$492,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201497.9Not deficientExcellentExcellentGood2663
May 201298.9Not deficientExcellentExcellentGood2663
May 201098.9Not deficientExcellentExcellentGood2663
August 200898.9Not deficientExcellentExcellentGood2663
April 200698.9Not deficientExcellentExcellentGood2663
March 200498.9Not deficientExcellentExcellentGood2663
April 200298.9Not deficientExcellentExcellentGood2663
February 200098.9Not deficientExcellentExcellentVery Good2398
March 199897.9Not deficientVery GoodVery GoodSatisfactory2398
June 199638.1Not deficientVery GoodVery GoodSerious6000
April 19962.0Structurally deficientSeriousPoorSerious6000
March 19952.0Structurally deficientSeriousPoorSerious6000
April 19932.0Structurally deficientSeriousPoorSerious6000
April 199233.1Structurally deficientSeriousSeriousSerious6000
August 19912.0Structurally deficientSeriousSeriousSerious6000