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41ST AVENUE over RTE I278, 278I 278IX5M33

Map 

Coordinates:
+40.74475, -73.89477
40°44'41" N, 73°53'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:41ST AVENUE over RTE I278, 278I 278IX5M33
Structure number:000000002230570
Location:.3 MI NW JCT I278 & SH25
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:65.9 ft. [20.1 m]
Total length:129.9 ft. [39.6 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:65.0 ft. [19.8 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:27°
Owner:City or Municipal Highway Agency [04]
Year built:1955
Year reconstructed:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans 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: September 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,385 [as of 2016]
Truck traffic:4% 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: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:77.9 tons [70.8 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:75.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,830,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201675.0GoodVery GoodVery GoodVery Good-3385
October 201475.0GoodVery GoodVery GoodVery Good-2319
November 201275.0GoodExcellentExcellentVery Good-2319
October 201075.0GoodExcellentExcellentGood-2319
November 200875.0GoodExcellentExcellentGood-2417
March 200875.0FairFairGoodSatisfactoryFO2319
March 200775.0FairFairGoodSatisfactoryFO2319
February 200475.0FairFairGoodSatisfactoryFO2319
March 200275.0FairFairGoodSatisfactoryFO2692
March 200075.0FairFairGoodSatisfactoryFO2692
April 199849.0PoorFairGoodPoorSD2692
April 199647.0PoorPoorSatisfactoryPoorSD2080
March 199446.7PoorPoorSatisfactoryPoorSD2500
March 199246.7PoorPoorSatisfactoryPoorSD2500
July 199046.7PoorPoorSatisfactoryPoorSD2500