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BEDFORD AVENUE over RTE I278, RTE I278

Map 

Coordinates:
+40.70321, -73.96008
40°42'12" N, 73°57'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BEDFORD AVENUE over RTE I278, RTE I278
Structure number:000000001065460
Location:3.0 MI SW JCT I278+I495
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:51.8 ft. [15.8 m]
Total length:106.0 ft. [32.3 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
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: March 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,350 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:101.8 tons [92.5 metric tons]
Inventory rating:60.8 tons [55.3 metric tons]
Sufficiency rating:78.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,069,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201678.1FairGoodFairGoodFO15350
May 201578.4FairGoodFairGoodFO9397
February 201478.5FairGoodFairGoodFO8077
June 201378.5FairGoodFairGoodFO8620
February 201278.5FairGoodFairGoodFO8200
May 201178.5FairSatisfactoryFairGoodFO8200
February 201078.5FairGoodFairGoodFO8639
June 200978.4FairGoodFairGoodFO9835
April 200878.4FairGoodFairGoodFO9785
February 200678.5FairGoodFairGoodFO8639
March 200489.6GoodGoodGoodGoodFO8639
March 200289.6GoodGoodGoodGoodFO8639
January 200089.5GoodGoodGoodGoodFO8639
January 199878.4FairGoodSatisfactoryFairFO9329
February 199678.1FairSatisfactorySatisfactoryFairFO7600
January 199478.3FairSatisfactorySatisfactoryFairFO7600
January 199263.8FairSatisfactoryVery GoodFairFO7600
January 199073.0----FO7600