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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

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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:13.1 ft. [4.0 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]
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2016GoodVery GoodVery GoodGood2810873.2
January 2014GoodVery GoodVery GoodGood2810873.2
January 2012GoodGoodGoodGood2810073.2
January 2010GoodExcellentGoodExcellent2810873.2
February 2008GoodExcellentExcellentExcellent2810873.2
January 2006FairFairGoodSatisfactory2504367.3
January 2004FairFairGoodSatisfactory2504367.3
January 2002FairFairGoodSatisfactory2504366.3
January 2000FairFairGoodSatisfactory2375466.4
February 1998FairFairSatisfactorySatisfactory2375466.4
February 1996PoorPoorFairFair2239652.9
February 1994PoorPoorPoorPoor2970037.3
February 1992PoorPoorPoorPoor2970037.3
February 1990PoorPoorSatisfactoryPoor2970037.3