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HILLSIDE AVENUE over RTE I678, RTE I678

Map 

Coordinates:
+40.70403, -73.81720
40°42'14" N, 73°49'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HILLSIDE AVENUE over RTE I678, RTE I678
Structure number:000000001055710
Location:.4 MI SE RTE 678+RTE 25
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:68.2 ft. [20.8 m]
Total length:141.1 ft. [43.0 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:106.6 ft. [32.5 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:2006
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: January 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:28,108 [as of 2009]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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 minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Inventory rating:89.8 tons [81.6 metric tons]
Sufficiency rating:73.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$8,453,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201673.2GoodVery GoodVery GoodGoodFO28108
January 201473.2GoodVery GoodVery GoodGood-28108
January 201273.2GoodGoodGoodGood-28100
January 201073.2GoodExcellentGoodExcellent-28108
February 200873.2GoodExcellentExcellentExcellent-28108
January 200667.3FairFairGoodSatisfactoryFO25043
January 200467.3FairFairGoodSatisfactoryFO25043
January 200266.3FairFairGoodSatisfactoryFO25043
January 200066.4FairFairGoodSatisfactoryFO23754
February 199866.4FairFairSatisfactorySatisfactoryFO23754
February 199652.9PoorPoorFairFairSD22396
February 199437.3PoorPoorPoorPoorSD29700
February 199237.3PoorPoorPoorPoorSD29700
February 199037.3PoorPoorSatisfactoryPoorSD29700